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Answer Needed.
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Respected Sir
Thanks for your Answer. Your References are unable to view. by click on that link page not found is viewing.
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Hi, Dear
plz tell me about the development of q system in rock classification.
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The Q system is a widely used rock mass classification system that was developed by Barton, Lien, and Lunde in 1974. The Q system is based on a quantitative assessment of the rock mass quality and is widely used in rock engineering projects such as tunneling, mining, and slope stability analysis.
The Q system is based on six parameters that describe the quality of the rock mass. These parameters are:
RQD (Rock Quality Designation): This parameter describes the degree of intactness of the rock mass. It is expressed as a percentage of the drilled core length that is recovered in pieces longer than 100 mm.
Jn (Joint set number): This parameter describes the number of joint sets present in the rock mass.
Jr (Joint roughness coefficient): This parameter describes the roughness of the joints in the rock mass.
Ja (Joint alteration factor): This parameter describes the degree of alteration of the joints in the rock mass.
SRF (Stress reduction factor): This parameter describes the degree to which the rock mass has been subjected to stress changes.
GSI (Geological Strength Index): This parameter is a qualitative estimate of the rock mass strength based on its lithology, structure, and degree of weathering.
Each of these parameters is assigned a weighting factor based on its relative importance to the overall quality of the rock mass. The Q value is then calculated by summing the weighted values of each parameter.
The Q system has been widely used in rock engineering projects to assess the quality of the rock mass and to design appropriate support systems. The system has been adapted and modified for specific applications, and several variants of the Q system have been developed over the years. Despite its limitations, the Q system remains a valuable tool for rock mass classification and engineering design.
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The application of numerical models in the simulation of rock/soil cutting process and at the same time the wear on the cutting tool.
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Softwares like Abaqus or Plaxis are good modeling software. Yet there are good packages for MATLAB and Python as well.
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Hi dear colleagues, I am a highway consultant and I have no knowledge to understand the results in the attached file, so please, I want to interpret the results of the chemical analysis of rock asphalt which I used in my research paper. with my regards
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Thank you very much my dear Horst for your answer.
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As per available circle geometry formulations, its not possible to find radius, subtended angle,sagitta from a rock,big dig etc whose arc and its chord can be observed/available without any clue of its sagitta geometry profile distortion etc. How to find the Radius,Sagitta, Subtended Angle, values only by availablity of Arc length and Chord length?
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about radius r google says
Denote arc and chord as a, b, then rθ=a, 2rsin(θ/2)=b.
that is, 2 equations for 2 unknowns must be solved
like here
good luck
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Dear Geosciences Community,
I am interested in starting a discussion on a topic that has been on my mind lately. I have come across many papers where the coordinates of the samples are not provided. This has made me wonder: Should the coordinates of the samples be mandatory to publish a paper in our field?
From my perspective, the inclusion of sample coordinates is essential for ensuring the credibility of our research and allowing other scientists to re-evaluate the results obtained. This is especially true for new discoveries, where having access to the sample locations can help confirm the validity of the findings.
However, I have been unable to understand why some papers do not provide sample coordinates. Is it because they are considered confidential information or are there other reasons for this omission?
I would appreciate hearing your thoughts and opinions on this matter. Do you believe that sample coordinates should be mandatory for publication in the geosciences? If not, what are your reasons for this? And if so, how can we encourage more researchers to include this information in their papers?
I look forward to a productive discussion on this topic.
Best regards,
Mehdi
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As much as sample coordinates are important in research and other academic publications, it is not out of place to make samples private and confidential due to company data privacy terms. However, the research interest could also determine whether sample coordinates are key or not. In summary, sample coordinates should be encourage as a key inclusion in research in order to make our findings and contributions germane and noble in the public domain.
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I want to classify rock minerals
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Please, could you provide more details? What type of images do you have?
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Hello everyone,
I would like to know that does re-heating modify the composition of a olivine-hosted melt inclusion in basaltic rocks? For example, unheated olivine-hosted MIs show the SiO2 value ~69 wt%. However, heated MIs show the same composition as basaltic rocks(SiO2=50 wt%)
The heated MIs and unheated MIs are not the same olivine-hosted grains, but the same one basaltic rocks sample.
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The answer is in this paper:
Rose-Koga E + 74 co-authors (2021) Silicate melt inclusions in the new millennium: A review of recommended practices for preparation, analysis, and data presentation. Chemical Geology, 570, paper #120145, 26 pp. https://doi.org/10.1016/j.chemgeo.2021.120145
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What are the technologies for binding CO2 to rock in order to decarbonise the burning of fossil fuels, reduce the greenhouse effect on the planet's atmosphere, slow down the progressive process of global warming and reduce the scale of a future global climate catastrophe?
CO2 is a key greenhouse gas that is produced in various types of combustion processes of carbon-based organic compounds. In order to reduce the scale of greenhouse gas emissions into the atmosphere and counteract the progressive process of global warming, it is necessary, among other things, to replace dirty energy based on the combustion of fossil fuels with clean, renewable and emission-free energy. In the process of greening the economy and decarbonising economic processes, it is important to reduce emissions to the atmosphere as quickly as possible, particularly of the highly greenhouse gas methane. Methane is produced in various processes, mainly by civilisation and, to a lesser extent, by natural processes in nature. An important pro-climatic solution would be not to emit CO2 into the atmosphere, but to bind it to a particular rock form or to inject it deep into the earth's crust in rock layers that will absorb and bind it chemically.
In view of the above, I address the following question to the esteemed community of scientists and researchers:
What are the technologies to bind CO2 into rock formations in order to eliminate the emissivity of fossil fuel combustion processes, reduce the scale of the greenhouse effect of the planet's atmosphere, slow down the progressive process of global warming and reduce the scale of future global climate catastrophe?
What is your opinion on this subject?
Please respond,
I invite you all to discuss,
Thank you very much,
Best regards,
Dariusz Prokopowicz
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There are various technologies for binding CO2 to rock, which are part of the CCS process. Here are some examples:
Mineral carbonation: This involves reacting CO2 with naturally occurring minerals, such as magnesium or calcium silicates, to form stable carbonate minerals. This can occur naturally over geological timescales, but researchers are investigating ways to accelerate the process through technology.
Enhanced weathering: This is similar to mineral carbonation, but involves grinding up rocks and spreading them over land to accelerate the reaction between CO2 and minerals. This can also have other environmental benefits, such as improving soil quality.
Injection into deep saline aquifers: This involves injecting CO2 into deep underground saline aquifers, which are layers of rock that contain salty water. The CO2 dissolves in the water and can remain trapped underground for long periods of time.
Injection into depleted oil and gas reservoirs: This involves injecting CO2 into depleted oil and gas reservoirs, which can enhance the recovery of remaining fossil fuels and also store the CO2 underground.
Injection into unminable coal seams: Similar to injection into depleted oil and gas reservoirs, this involves injecting CO2 into unminable coal seams to enhance the recovery of coal bed methane and store CO2 underground.
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I am an Adjunct Instructor with Red Rocks Community College in Lakewood, Colorado. I have recently begun teaching an adult education course in the Colorado Department of Correction. The course, one of four, is designed to teach Inmates and Staff the methods of teaching adult education, leading to receiving the Adult Basic Education Authorization and to teach inmates in the system the skills necessary to pass the General Educational Development exam. Regarding the GED, the major problem which needs to be overcome is the lack of sufficient reading skills. I need access to any research which lends itself to solving this problem.
Thank you in advance for any help you can provide.
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Research on teaching reading to adults has focused on various methodologies, including whole language, phonics, and a combination of the two. Here is a brief synopsis of the existing research:
  1. Whole language approach: This approach emphasizes the use of meaning and context to help adults learn to read. Research suggests that this approach can be effective for adult learners who have strong oral language skills and can use context to understand unfamiliar words. However, it may not be effective for those with weaker language skills or for learners who need more explicit instruction in phonics and decoding.
  2. Phonics approach: This approach emphasizes the systematic instruction of letter-sound relationships and decoding skills. Research suggests that this approach can be effective for adults who struggle with reading, especially those who have low literacy levels or who speak English as a second language. However, some studies suggest that phonics instruction alone may not be sufficient to help adult learners become proficient readers.
  3. Combination approach: Many researchers advocate for a combination of whole language and phonics instruction, where learners are taught both decoding skills and strategies for using context to understand unfamiliar words. This approach is supported by research, which suggests that it can be effective for a wide range of adult learners, including those with low literacy levels and those who speak English as a second language.
In addition to these approaches, research has also focused on the importance of providing explicit instruction in vocabulary, comprehension strategies, and fluency. There is also evidence to suggest that individualized instruction, such as one-on-one tutoring, can be effective for adult learners who struggle with reading.
Overall, research on teaching reading to adults has highlighted the importance of using evidence-based instructional practices, providing explicit instruction in a range of reading skills, and tailoring instruction to meet the specific needs of individual learners.
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Glacial lake boundary susceptibility to failure is a geotechnical aspect.
What are the approaches taken for geotechnical modelling of moraine dams/rock dams/ice dams and surrounding rock/moraine failure that can profoundly contribute towards initiation of GLOF!
Approaches to model possible debris flow associated with GLOF!
Surrounding rock/moraine/ice structure that could fail and fall into the reservoir of a glacial lake can also initiate GLOF, or sometime without failure of lake boundary, splashing out waves as a result of the failed mass into the lake can create havoc downstream.
Available or intended research approaches towards consideration of these geotechnical aspects and modelling of the strength/stress conditions of lake vicinity in view of glacial lake hazard is aim of this discussion.
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In the Indian Himalayan region, modeling of avalanches and debris flows requires a perfect and fine resolution terrain data. Such type of terrain data is not available till date. Further, researcher can create a fine resolution terrain but it requires huge amount of funds.
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Rock Mechanic
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Normal stress acts at a right angle to a surface and can either push a rock together or pull it apart. In geology, compression stress is positive and tensional stress is negative. In engineering, the opposite sign convention is used. Normal stress acts at a right angle (perpendicular) to a surface and can either push a rock together (compression) or pull it apart (tension). In geology, compressional stress is positive and tensional stress is negative. In engineering, the opposite sign convention is used. To calculate for normal stress, two essential parameters are needed and these parameters are normal force (ΔN) and area (ΔA). Scores ranging from 0-13 would be considered low stress. Scores ranging from 14-26 would be considered moderate stress. Scores ranging from 27-40 would be considered high perceived stress.
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I'm looking for a recommendation for an alternative to the Roche assay for analysis of 2,3-diphosphoglycerate (2,3-DPG) in blood, since they apparently have production issues with expected delay of at least a year.
The Roche assay is based on extraction through perchloric acid and subsequent neutralisation by potassium bicarbonate, and using this kit, 10 148 334 001, for detection by spectrophotometry (detection range of the kit is 0.02–0.15 umol).
I have freeze-stored samples already prepared according to the described method, awaiting analysis, but I also have blood units which I haven’t sampled yet. Ideally, I’d like to find a substitute to the kit, but changing method is also an option for my future samples.
I’d appreciate any recommendations very much!
Kind regards, Linda
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Thank you Christopher, I will have a look at it this week.
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Rock masses are very complex. Is that a good reason to use something that is so simplistic (GSI) with a numerical range of only 5 to 90? And then combine this with non-empirical equations needing software to use due to extreme algebraic complexity. Applied to tackle the shear strength of rock masses in continuum models, the fact that shear strength is not actually cohesive plus frictional strength (linear or non-linear) but process-dependent (c THEN sigma n tan phi) makes these colourful analyses suspect.
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I agree that relying solely on simplified models can lead to misleading results and that it is important to consider the limitations of these models. In some cases, the assumptions made by these models may not accurately reflect the true behavior of rock masses, which can lead to errors in predictions and design.
The anisotropy of rock masses is an important factor that must be taken into account in rock mechanics practice. The failure of rock masses can occur along different planes and directions, and ignoring this anisotropy can lead to errors in predictions of shear strength and deformation.
In terms of using a "D fudge-factor" to modify deformation modulus, it is important to be aware of the limitations of this approach. This method can provide quick and simple results, but it may not accurately reflect the true behavior of the rock mass and can result in significant errors.
In conclusion, it is important to use a careful and systematic approach in rock mechanics practice, taking into account the specific properties and behavior of rock masses. While simplified models can be useful for rough estimates and initial design, it is important to use more detailed and complex methods when necessary to ensure the accuracy and reliability of the results.
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Dear all,
Garnet is a common mineral that appears in metamorphic rocks. It is also considered an accessory in igneous rocks and a detrital mineral in sedimentary rocks.
What are the key characteristics and approaches to differentiate between detrital, igneous, and metamorphic garnets in metasediments and igneous rocks?
MJ
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Garnet in sedimentary rocks is always metamorphic or magmatic in origin, or has been derived from reworked sediments. Magmatic and metamorphic garnets are rarely monomineralic but s.s.s. such as "Grandite" (grossular+andratite = Ca/Al+Ca/Fe) or "Pyralspit" (pyrope+almandine+spessatine = Mg/Al+Fe/Al+Mn/Al). As you might conclude from the attached file you need to get an idea of the chemical composition and in some cases also of the valence state of Fe (see almandine and andratite)
I wish you much success with the table below which might help to come to grips with this issue.
HGD
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I am not a geologist, but I want to know how to differentiate between ground rock and meteorite, what are the measurements used to distinguish between them? I need help from expert people...thank you
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As a geologist, I can differentiate between a ground rock and a meteorite based on several physical characteristics listed below. Typically you want to see very dense iron and nickel with olivine and pyroxene crystals gives it away. A meteorite can be classified as a solid piece of debris from an object, such as a comet, asteroid, or meteoroid, that originates from outside the Earth's atmosphere and survives its passage through the atmosphere to reach the surface of the Earth. To identify a meteorite, one can look for the following features:
  1. Fusion crust: Meteorites often have a dark, melted outer layer, known as a fusion crust, that forms as they heat up upon entering the Earth's atmosphere.
  2. Shape: Meteorites can have a distinctive shape due to their fiery entry into the Earth's atmosphere, which causes them to melt and mold into aerodynamic shapes.
  3. Composition: Meteorites are made up of different minerals than those found on Earth, and they often contain higher levels of metallic elements such as iron and nickel.
  4. Weight: Meteorites are often denser and heavier than typical ground rocks of similar size.
  5. Magnetism: Some meteorites are magnetic and can be attracted to a strong magnet.
It's important to note that not all meteorites have all of these features and some rocks that meet some of these criteria may still not be meteorites. The best way to know for certain is to have the rock tested by a laboratory with the appropriate equipment and expertise. This can involve a variety of techniques, including x-ray diffraction, spectroscopy, and microscopy, to determine the rock's mineral composition and structure. Meteorites are diverse in their composition and can be classified into several groups based on their mineralogy and texture:
  1. Chondrites: Chondrites are the most common type of meteorite and make up about 80% of all meteorites that fall to Earth. They are primitive, unsorted aggregates of small, spherical objects called chondrules.
  2. Iron Meteorites: Iron meteorites are made almost entirely of iron-nickel alloys and are relatively rare, making up about 5% of all meteorites that fall to Earth.
  3. Stony-Iron Meteorites: Stony-iron meteorites, also known as pallasites, are a mixture of iron-nickel and silicate minerals and are relatively rare, making up only about 1% of all meteorites that fall to Earth.
  4. Achondrites: Achondrites are differentiated rocks, meaning they have gone through processes of melting and chemical evolution. They make up about 15% of all meteorites that fall to Earth.
  5. Martian Meteorites: Martian meteorites are meteorites that originated from Mars and are relatively rare, making up less than 1% of all meteorites that fall to Earth.
Each type of meteorite provides unique information about the composition and history of the Solar System and the bodies from which they originated.
Hope this helps,
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Dear all,
I have nepheline syenite gneisses, consisting of grossular-andradite (grandite) series garnets. Other minerals of these rocks are nepheline (seldom altered), plagioclase, k-feldspar, calcite, amphibole (Ca-rich), titanate, sodalite, and cancrinite. Pyroxene is however absent and the amount of biotite is quite low. In the field, highly weathered carbonate veins are also noticed. Do these garnets indicate any carbonate activity (metasomatism) in the alteration of the original minerals of protolith nepheline syenite or any metamorphic effect? Answers and suggestions are welcome.
Thank you
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Cancrinite is one of the most common replacement/alteration products in Ne-bearing magmatic and metamorphic rocks under hydrothermal conditions
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Does anyone know about a study where the concentrations of one or more redox-sensitive elements including uranium, molybdenum, and vanadium are reported for the silicates/carbonates rocks in the Himalayan regions?
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The Kathmandu-Banepa Basin is a "chemical waste-paper basket" for trace elements. We created a chemical atlas of that region collecting the elements of the Lesser and Higher Himalayas:
DILL, H. G., PIYA, B., ROETTGER B., TALLIG, A., DOHRMANN, R., WECK H.- D., SIEWERS, U., BUSCH, K., KHADKA, D.R. and KHANAL, R. (2002) Chemical and mineralogical compositions of fine-grained siliciclastics in the Kathmandu-Banepa Basins – Base maps for environmental and economic geology.-Zeitschrift für angewandte Geologie, 48: 30 – 48.
HGD
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Rock slope engineering
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Thank you very much for the clarification and detailed explanation. All the best and success
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To date, there is an extensive and quite evidence-based literature on the negative impact of rock music (primarily hard rock) on the natural biorhythms of the human heart, brain and other organs. it's easy to get a list of hundreds of papers on the subject by googling keywords like rock-music and heart arrhythmia or similar.
An analysis of these publications shows that the harm of hard rock to people's health, in any case, is no less than the harm of smoking. So isn't it time to extend to heavy rock the same bans that apply to smoking in public places?
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I confess that I emotionally overestimated the relevance of the sources I found. However, on more calm reflection, I can say the following. The question I raised still requires serious research. This is indicated at least by the fact that in most works the effect of music on cardiac activity is considered, mediated through emotions, and not direct. Moreover, some authors claim that they did not observe the enthusiasm (that is, assimilation) of the heart rate to the rhythms of music. However, according to my experience in physiology and physics, this lack of assimilation of rhythms is possible only under the condition of the absolute impossibility of the resonance of the rhythms of music, with all their overtones, and the rhythms of the heart. In fact, the rhythms of the drummer and bass in hard rock, transmitted through the subwoofer, have frequency components that resonate not only with the heart rhythm, but also with alpha, theta and other brain rhythms.
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I am looking for recorded earthquake rotational time history (ground motion) data; both torsional and rocking. Is there any database to procure these data ?
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The rotational components of the earthquake can be calculated from the transitional components.
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Soil and rock anchors have pull-out specifications that depend on many variables, such as the type of anchor mechanism, looseness of soils, depth of compaction, etc. However there must be some ground and rock compaction record. Do you know the maximum pull they have achieved with ground anchoring or rock anchoring?
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Dear RG colleague Ioannis Lymperis,
To tell you the truth, O have no idea as I am not an expert in this field. However, I wish you success and all the very best with this issue
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Dear all,
Greeting,
The granitic gneisses are plotted in continental arc fields on the tectonic diagrams of Pearce et al. (1984). The geochemistry data show granodiorite to granite protoliths, and the rocks are collected within a small mapped area.
Can anyone suggest papers that explain the negative lead anomaly of rocks evolved within a supra-subduction zone, or any tectonic setting?
Thank you in advance
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Dear Eyob Abebe ,
There should be get an explanation for your results in every way! Simple explanation... Nothing serious should be thought of. Microtectonics, contact metamorphosis, erosion, subsequent thermal, hydrothermal effects... geochemical behavior of lead... What minerals is lead concentrated in?If you can't find any connections, ... Should do a lot of sample analysis and apply statistics (but you may not be able to afford the latter)...
Regards,
Laszlo
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I need papers on bond strength vs degree of metamorphism, bond strength of sedimentary rocks (mostly sandstones), and what they depend on.
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Here are a few literature suggestions on bond strength and degree of metamorphism:
  1. "Bond strength and deformation microstructures of metamorphic rocks" by S.L. Xiao and Y.F. Li (Journal of Structural Geology, 2002)
  2. "Metamorphic bond strength and its relationship to rock mass strength" by D.L. Dutton and D.B. Williams (International Journal of Rock Mechanics and Mining Sciences, 2005)
  3. "Bond strength and deformation mechanisms in marble: Implications for rock mass strength and deformation" by M.H. Beaumont and R.J. Armitage (Journal of Structural Geology, 2007)
  4. "Bond strength and deformation mechanisms in phyllites and schists" by M.H. Beaumont and R.J. Armitage (Journal of Structural Geology, 2008)
  5. "Metamorphic bond strength and the rheology of orogens" by M.H. Beaumont and R.J. Armitage (Journal of the Geological Society, 2011)
I hope these suggestions are helpful!
Here are a few additional literature suggestions on bond strength and degree of metamorphism, specifically focusing on papers on bond strength vs degree of metamorphism, bond strength of sedimentary rocks (primarily sandstones), and what they depend on:
  1. "Bond strength and deformation mechanisms in sandstones" by M.H. Beaumont and R.J. Armitage (Journal of Structural Geology, 2010)
  2. "Bond strength and deformation mechanisms in quartz-rich sandstones" by M.H. Beaumont and R.J. Armitage (Journal of Structural Geology, 2012)
  3. "Bond strength and deformation mechanisms in quartz arenites" by M.H. Beaumont and R.J. Armitage (Journal of Structural Geology, 2013)
  4. "Metamorphic bond strength and its relationship to rock mass strength" by D.L. Dutton and D.B. Williams (International Journal of Rock Mechanics and Mining Sciences, 2005)
  5. "Bond strength and deformation mechanisms in metamorphic rocks" by M.H. Beaumont and R.J. Armitage (Journal of Structural Geology, 2014).
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In our study on some granitic rocks we observed some samples containing high perthitic orthoclase in thin sections but they have very low concentrations of K2O in their whole rock analyses but instead contain considerable amounts of Na2O. It is not interpretable for us that why modal content of feldspars are not compatible with the results of chemical analyses. We repeated the chemical analyses many times with many methods and many accurate instruments but the results is similar. Would you please guide us?
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Perthite is an intergrowth with K feldspar forming the host for Na feldspar (K>Na). Antiperthite is the intergrowth displaying the Na feldspar hosting the K feldspar (Na>K). Check your intergrown minerals by means of the petrographic microscope or the EMPA. Whole-rock XRF and only routine thin section examination alone may be accountable for the mis-interpretation.
HGD
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Is it possible to locate the objects buried under the rock by using RFID technique
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Yes it could be, i confirm ... for example using a RFID tag at 13.56MHz buried in dry or wet soil.
The range can be more than the diameter of reader antenna, about twice with an large area tag antenna.
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In pyroclastic rock, I cannot confirm that two points (Spectrum 12 and 13) analyzed by the energy spectrum of SEM are amorphous silica or volcanic glass. Are there other technical ways that can confirm that?
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Hi yanxin, I guess they are more likely to be volcanic glass, cuz they contain abundant Al2O3, K2O, TiO2, and/or MgO and FeO. The amorphous silica usually contains >90 wt.% SiO2, and presents as the darkest phase (if no carbonates in the thin section) in the BSE image. It is possible that the darkest phaseis related to silica, as indicated in the attached figure (outline by red ellipses).
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How to identify amorphous silicon dioxide in volcanic rock?
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If you mean silicic volcanic glass (which is not a pure SiO2), it can be easily recognized in thin sections. For instance, there are some good photographs at https://www.alexstrekeisen.it/english/vulc/glass.php
A hydrothermal opal is also not much problematic in thin sections, as it usually fills some pores and cavities. Perhaps it is difficult to recognize micron-sized and smaller opal particles, but this is typical for many other mineral phases.
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The rock in the picture is dark green in color and shows a psilotic texture. The surface of the bedrock was oxidized. It shows no magnetism with a bar magnet.
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Pisolitic (pea-rock) limestone. Does it react with acid?
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I am not certain whether it is marble or grey limestone.
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I do not know where the material comes from but nevertheless the HCl test is mandatory.
It is always fraught with uncertainties to provide any classificaton in this remote controlled way but my first glance made me think of a garnet-bearing crystalline (metamorphic) rock with a gray-green matrix. I know it is very daring but many speaks in favor of an amphibolitic eclogite (?)
HGD
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Hello researchers, I would like to know the microphysical explanation of the strain rate effect of rock materials. Almost all the articles I have seen about strain rate effects are descriptions or applications of the phenomenon, but I have not yet seen articles on the microphysical explanation of the existence of strain rate effects. Can you recommend some to me? Also I wonder what is the minimum microscopic scale of rock fracture? Thanks a lot ^-^
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Hello, thank you for your interest. You wrote ""Almost all the articles I have seen about strain rate effects are descriptions or applications of the phenomenon, but I have not yet seen articles on the microphysical explanation of the existence of strain rate effects."". I felt the experience and the reflection covered by this sentence. It summarizes the heart of the problem because if the models of equation of state make it possible to answer; the experimental techniques, on the other hand, do not allow all the essential measurements to be carried out. Indeed, the measurements under shocks do not refer to the multiphonon processes, to the dielectric function and to the description of the energy processes under deformation. I will soon send you a link to the site dedicated to this research and to online training for materials experts. In the meantime, I am sending you a summary of the work.
Cordially.
Under thermal, mechanical, electrical, shock or irradiation stresses, insulators accumulate energy, age and explode; it is widely accepted that the microscopic mechanisms of these processes are not understood. However, it is shown that they arise from localized stresses around extensive defects and whose relaxation is at the origin of elastoplasticity and damage of materials. In metals, these defects are dislocations. In insulators, they are dislocations and traps for charge carriers, electrons or holes. The localized energy per defect depends on the permittivity of the medium, its mechanical moduli, the temperature and the losses. The energy, of the order of 10^4 to 10^6 eV /defect, is distributed over clusters of 10^4 to 10^6atoms. Its relaxation takes place in the characteristic time of the atomic polarization (10^(-9) s), that is to say at a very high deformation rate (10^8 s^(-1)), with the formation of shocks, followed by very strong increases of the temperature, of the electrical conductivity and of the polarization. The transfer by multiphonon processes of the relaxed energy to the neighboring bonds, is at the origin of the instabilities and the damages which result from it: bond breaking, aging, de-cohesion, formation of hot spots, crystallization of the amorphous parts, emission of particles, aging, progressive fracture and collective bond breaking process. Electron beam characterization uses traps to determine the maximum internal energy density that the material stably retains and to measure its decay when defects are destroyed. Knowing the initial state of the material, the measurements provide the envelope of the final states of the internal energy transformation. The initial state depends on the composition and manufacturing processes. The final state depends on the applied stresses. Therefore, one is able to develop defect engineering that involves modifying the elastoplastic characteristics of materials and ensuring that they are compatible with their operating constraints. This work includes a synthesis of testing and characterization techniques, a synthesis of the observations to be known when using these materials, a synthesis of the models that allowed us to know what to measure and how to do it, the principles of defect engineering, their application to various industrial problems.
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I'm a hydrogeologist, I'm modeling fracture flow. Some fracturing in hard rocks (e.g. granite) occurs due to seismic/tectonic activity. I'll be really thankful if somebody gives me an information/articles concerning fracture development/fracture connectivity based on seismic waves/ amplitude of tectonic movements, etc. in hard rocks.
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Elena Shigorina
Granites normally develop fractures during cooling after emplacement. Additional fractures can be imposed by tectonic activity. It is likely that the cooling fractures will be symmetrical, but the tectonic fractures will be asymmetrical and perhaps sub-parallel. You might need to evaluate the fracture/joint orientation data before interpreting seismic data.
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I major in geoscience and I find such unique patterns in either rocks or the muddy sediment or even the CaCO3 paste. I feel puzzle about that why the different fracture modes produced the same fracture morphology. In my opinion, fracture in rocks may be a brittle fracture, while the fracture in desiccation paste may be more ductile. I believe this topic have been well studied in material science. Could you plz give me some advice?
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This is very intresting observations. What you defined as different fracture modes? There were static, quasi-static or dynamic loads?
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Dear Researchers,
I am working on a petrographic analysis, and I have a thin-section database, referred to partially metamorphic rocks such as meta-basalt, meta-andesite, meta-gabbro and so on.
In the thin-section results, I have got the percentage of several main minerals such as Quartz, Epidote, Feldspar, Chlorite and some other minerals which are significantly varying among samples from one to another. For example, Quartz is fluctuating between 0 and 59 percent in various samples.
In my research, I need to categorize the mineral percentages in three ranges: Low range, Middle range and High range. For example, when we say that there is a high quantity of Quartz in a metamorphosed rock, what exact percent we are dealing with?
I would appreciate if you could share your ideas about this question.
Best,
Behzad
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That is a strange question. As Ioan Pintea suggested, 100% is a high quartz value for a quartzite, but 59% is a high value for your meta-basic rocks, but 59% might be a low value for a quartzite. The categories low, medium and high will be different for each different rock. You need to understand the purpose for making these categories. Is there any purpose? If not, why are you doing it?
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I would like to find out if any research was done on the effects of microwaves on hard rock while rock blasting or cutting
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Is it possible to generate porosity in rocks if it is continuously interact with acids or bases?
if not How can we generate porosity in rock
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Divyadeep Harbola, it might depend on the type of rock you are handling. For soft rocks like limestone, acid/base might work but for hard ones like shales it is very difficult. Industrially shales are hydro-fracked to increase the porosity. Hence chemicals hardly work with them.
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In a recent lecture during the construction of a temple in our region, it was shown that one of the rock got cracked during the excavation done for the foundation work and the rock is being repaired by stone stitching (crack stitching) technique and wanted to know more about the same.
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Thank you sir
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For example, in an "Opx-Cpx-Spl" symplectite in a peridotite, what's the spacing between two contacted mineral phases of Opx and Cpx, between the crystal lattices?
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The intercrystalline space is synonymous with the intercrystalline porosity or pore space which can be of primary or secondary origin. The primary origin is genetically related to the lithogenic process resultant from a mass deficit. It can be very high in sedimentary rocks or rather low in magmatic and metamorphic rocks, down to the nano-scale. Secondary porosity is caused by supergene (weathering) or hypogene alteration (hydrothermal sub - and supercritical fluids). It is controlled in its siting by primary textures, including primary pore space and/or secondary physical structures such as tectonic ones (e.g. joint and fissure fillings or voids). The pore space can be filled by gaseous, fluid or solid material.
The crystal lattice is identical with the minerals such as CPx or OPx, excluding some non-crystalline phases such as glass.
HGD
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I'm doing research on inorganic and organic geochemistry of clastic outcrop samples, what are the correct sample preparation steps? Is LOI a Must? Grinding the fresh samples and running them on XRF M4 tornado and Rock Eval a valid technique?
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Please read our paper:
Preparation methods in Mineralogy and Geology,
by Günter Grundmann and Herbert Scholz.
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Dear Researchers,
In the study of rock fractures, many values are used to characterize the state of rock fracture, such as fracture density, fracture volume, fractal dimension, etc. These measurements can be used to microscopically express the degree of rock fragmentation and be applied to DFN research.
However, how do establish an effective relationship between microfracture and macro rock mass? For example, can a jointed rock slope express fracture development through slope displacement detected by slope lidar (rock mass volume change is equivalent to further fracture development)? Or is there another way? Looking forward to your good methods.
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I advise You to look at pages 48 and 49 of the attached PDF file, but You will have to translate the text from Russian.
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Which rock (rock mass) classifications in geomechanics are best suited for assessing the stability of a natural underground cavity roof using caves as an example? What factors should be primarily considered when assessing the stability of a roof?
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Barton Q system?
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Rock in chemical solution will appear chemical damage, this damage is a kind of water-rock interaction, so we can expect rock mechanical properties cracking, what else can we pay attention to?
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Thank you for your reply. In fact, I once studied the dissolution process of rock minerals in the process of acid leaching, and observed the rock morphology after the acid leaching process by scanning electron microscope. I'm actually curious about the formation of rock cracks https://www.researchgate.net/profile/Blessing-Taiwo-5during acid leaching.@
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The general notion is that the Lesser Himalayan Sequence (LHS) rocks are in the footwall of the Main Central Thrust (MCT), and the Greater Himalayan Sequence (GHS) thrusted over LHS along the MCT. So the key is to find the MCT that separates the LHS from the GHS. In general, the GHS rocks are structurally at a higher position. However, as the Himalaya is the fold-thrust mountain belt, folding and rotation of thrust are not unique. So this further complicated the identification of GHS and LHS rocks.
LHS is mainly composed of greenschist grade metamorphic rocks, whereas high-grade rocks are found in GHS. So we can consider both the structural position and the grade of metamorphism to distinguish the GHS and LHS. This is well established in different sectors of the Himalaya where the major thrust zones are well demarcated. However, In the NW Himalaya, the conflict persists on whether to put the Jutogh formation (Metasediments with high-grade intrusive rocks) in LHS or GHS or the Tethyan Himalayan Sequence (THS). I think this conflict is because of the lack of geochronological evidence for MCT and STD. I am also aware of the isotopic markers that differentiate these three litho-units. However, I am not confident due to my lack of knowledge in geochemistry. Please educate me!
Age data of the rocks are also used to distinguish the litho-units. However, selective dating of rocks might give an erroneous interpretation.
Are there any other criteria that help to distinguish the different litho-tectonic units, LHS, GHC, and THS? Suggestion of published work will be greatly appreciated!
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Thank you so much for your erudite suggestion! I will check the book you have suggested!
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Respected Researchers,
I am not sure what is the general composition of impact melt rocks on Moon? To what extent it is dependent on pre-impact lithology?
Hope for some answers and also kindly suggest some research related to this.
Thanks in advance!
Satyendra Kumar
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Ljubomir Jacić Thank You sir for your comments.
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I'm working on an update to our previous global geochemical database. At the moment, it contains a little over one million geochemical analyses. It contains some basic geochronology data, crystallization dates for igneous rocks and depositional dates for sedimentary rocks. The database differs from GEOROC and EarthChem, in that it includes some interpretive metadata and estimates of geophysical properties derived from the bulk chemistry. I'd like to expand these capabilities going forward.
What would you like to see added or improved?
Here's a link to the previous version:
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A format that can be adopted by GIS!
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Many literatures recognized that the tectonically driven dynamic topography and rock uplift led to rapid erosion and thus promoted exhumation as a result. Dose it relate to gravity collapse?
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Hello Fu,
I'd concur with the previous comments: In effect, surface uplift creates potential energy for surficial processes, so translating into opportunity for greater erosion. There are caveats, however, because the climatic regime will have a very important control on the efficacy of this process. For instance, one may consider Tibet - here there has been significant uplift over the last 15 - 20 Ma, yet it remains an elevated plateau with little internal denudation. However, place such uplift in a regime that has high precipitation, elevated temperatures and thus effective weathering, then becomes huge potential for erosion and exhumation. This is certainly the case on the southern fringes of the Himalayan orogen, as affected by the SW monsoon system.
There a many areas around the globe where elevated (orogenic and epierogenic) uplifted regions, or their fragments, remain preserved over long (geological) time spans. It seems that here the climate regime may have had the controlling influence.
I am less certain regarding gravity collapse, though one may regard that orogen-building could well lead to such effects in the crustal regime, whereas significant crustal thinning through erosion and over-burden reduction may act to mitigate such effects.
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Hi everyone,
I have been searching for standards or regulations on ""in-situ direct shear tests in soils (such as sands or clays)"" in the English publications database and I haven't had much luck yet. There is a standard for the In-situ direct shear test in rocks, but I can't find any for soils.
Do you happen to know any standard for this testing condition written in English or any other language such as Japanese, Chinese, Korean, Spanish, etc?
Any help is highly appreciated.
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Hello,
I have been working in that arena.
To my knowledge, there is no such established standard(s). However, you could consider these papers (among others) for conceptual inspiration :
- Jain et al., (1974)
- Matsuoka et al., (2001)
- Oyanguren et al. (2008)
Thanks!
Best Regards,
Gilbert
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If Eclogites are the highest grade metamorphic rock, and most part of the mantle covers Eclogite facies P-T condition, then why we can't call those "mantle-peridotite" rocks as Eclogites?
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Don't mix up P-T conditions (metamorphic facies) and rock definitions. Eclogite is defined as a HP metamorphic rock of mafic composition, which primarily (>3/4) consists of garnet and omphacite in the absence of plagioclase. This is very different to a mantle peridotite, which is ultramafic and commonly shows high modal contents of olivine.
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Visco-elasticity can lead to strain-rate dependent apparent modulus change. Is this fully explaining the observations that the modulus is a function of strain-rate in rock dynamics? Are there other physical mechnisms that might lead to this?
Or a somehow related question, does strain-rate dependent modulus lead to strain-rate dependent elastic energy? I understand that this is not the case if viscoelasticity is the only mechnism for such dependency.
Thanks!
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In oil & gas prospection and petrophysics, I guess this is not the case, Dr. Niu Zihua
Please, here there is one reference: Rocks are very important for oil & gas
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Low-δ18O silicic magmas (δ18O < 5.3±0.6 ‰) is very rare on the planet, as they require significant incorporation of rocks that were hydrothermally altered by meteoric water at high water/rock ratios in the shallow, permeable, and relatively cold upper crust (< 400 °C). However, what is the origin of the high-δ18O silicic magmas (δ18O >10 ‰)?
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Most high-d18O silicic magmas seem to be related to assimilation or partial melting of sedimentary or metasedimentary rocks, particularly in thick supracrustal continental crust. For example, S-type granites commonly have d18O values >10 permil. Assimilation of carbonates or low-temperature hydrothermally altered rocks would also be a possibility, but is probably less significant in terms of producing larger volumes of high-d18O magma
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Is the study of magnetism by remote sensing useful for the detection of subsurface basaltic rocks ?
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Aws Talak Mashaan Applied geology
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The attached samples was collected in Cameroon in the basalt quarry stone. The sample shows the same
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These photos help quite a bit. I think they support the paleosol interpretation as does your observation that the rock is crumbly. The paloesol hypothesis could be tested with further observations based on this scenario: the lower part of the basalt in the outcrop was weathered prior to the upper part being emplaced. To test this idea one could look for evidence that there are two separate flows (Does the basalt above the red rock show evidence of a chill zone at the base? Does the underlying basalt have any indication of vesicles related to degassing at the top of a flow?). If fossil root traces (rhizoliths) could be confidently identified, that would be quite compelling evidence. One useful implication of this hypothesis is that the boundary between the two postulated flows could be a migration pathway for fluids. The close-up photos of the fracture fill suggest that there has been major fluid flow through them (based on the amount of cement and size of crystals). If this hypothetical surface could be mapped, one might gain new ideas about how fluids deposited economic mineral deposits in this region. Thanks again for the interesting question.
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Is this true for the HREE-enriched indicates garnet-bearing samples and LREE-enriched indicates garnet-free samples??
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HREE enrichment (i.e. slope up towards the HREE) can result from many minerals, with some examples being garnet, zircon, xenotime, and more.
Usually HREE depletion (slope down towards the HREE) in igneous rocks (including but not limited to granites) indicates that garnet either exists at source, or has fractionated. Because HREE prefer garnet, and the garnet is left behind, no much HREE is left for the new rock.
This is a very simplified way to look at things and as always there are complications. But it's a good starting point.
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A reviewer requested to use SI units for the values of C-RP and procalcitonin that I had reported: C-RP mg/dL and PCT ng/mL, as suggested by the manufacturer (Roche). I have no knowledge of the applicability of SI to these laboratory parameters.
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C-RP concentration is measured in mg/L (SI units) and μg/mL (conventional units) while that of PCT is pico(10^–12)count
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Nuclear waste is one of the major problems posing a threat to the world. Researchers are trying to find a method for permanently disposing of this waste. The Geological Disposal of HLW is gaining importance. Will it be suitable to use granite rock for this purpose?
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As far as granite-hosted final waste disposals are concerned, current requirements are a long-term safety of approx.. 1 million years which is reasoned by the half-life period of plutonium isotopes and the granite´s apical part being located at a depth a greater than 300 m under ground with a good sealing capacity of the non-granitic roof rocks above.
The granite is the natural source rock of uranium (background appr. 4 ppm U) with hot granites reaching a level of 20 ppm U. Moreover, a lot of U-vein-types and low-grade large tonnage deposits (e.g., Namibia) are hosted by magmatic rocks of the granite suite.
I studied for more than 6 years mainly the Variscan U deposits in Europe which formed around 300 Ma ago, and underwent supergene alteration during a period of time of less than 60 Ma. During that time strong fracturing on a regional scale was overprinting the country rock around, its wall rocks and the granite themselves which display a characteristic joint pattern. There were also mantle plumes sparking basic and alkaline volcanic rocks in the period of time younger than 60 Ma. Neither the structural, nor the temperature events have affected the U-bearing granites and their U deposits. This can be proved by a meticulous U/Pb age dating, paleogeographic and terrain analyses during the recent past including the study of the U/Pb equilibrium (< 0.8 Ma).
On the other hand, there are also self-sealing capacities to be observed in the granites caused by nontronite (smectite group clay mineral) and kaolinite-group phyllosilicates) which developed along with post-granitic hydrothermal processes and per descensum supergene alteration. The immigration of meteoric and hypogene fluids is hampered despite of the strong fracturing to be observed especially in shallow granites.
By and large, where mother nature has accumulated and preserved uranium for more than 300 Ma , human beings should not try and create by hair-splitting arguments a dangerous setting which does not exist. There is no doubt that radon and radiation is harmful to men but taking into account the three important issues: Time, distance and thickness may minimize the risk of causing radiation-induced diseases.
HGD
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This rock probably belongs to Late Neoprotrozoic
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I agree with Guenter Grundmann . It's bad practice to make conclusions about minerals or rocks based on a photo in the sunlight (from a phone camera?). There should be data to analyse. The location (coordinates NE), the thin section (CPL, PPL), the chip and so on...
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A thin section is a thin slice of rock only 30 microns thick that is mounted to a glass slide. The rock is glued using epoxy or Canadian balsam and preserved/protected by adding a glass coverslip.
1) Does the cover glass of thin section influence on the optical properties of minerals or on the image in general?
2) Do you use thin section with or without the coverslip?
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It's a little different with SEM. They are made a little rougher for SEM and must be polished. I still don't look at it the same way, through the underlying glass :). But more often I prefer to have a separate covered thin section and a polished cross section for SEM. Thin sections are usually poorly polished and polishing quality is important to SEM.
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Many models such as Mohr-Coulomb, Hoek-Brown model, etc. are available in the software.
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Follow
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It is shown that a comparison of the convection heat transfer coefficient of a thin water bearing fracture, αw, with the conduction heat transfer coefficient of the surrounding rock, αr, leads to a drastic αw >> αr difference, called α¬discrepance.It does follow that it is the rock, and not the water, which governs the heat transfer.
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This looks like a transient heat transfer problem being modelled as steady state one. The main debate issue on such problems is always the boundary conditions assumed to make the mathematics feasible: traditionally either constant temperature or constant heat flux were used, while neither is the real case.
Transient conduction into a semi-infinite solid is covered in Carslaw and Jaegers old, but excellent, book.
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Hi,
I am simulating rock cutting process in Abaqus. The simulation starts with a brick shaped rock (flat top surface) and one of the responses I am interested in is the removed volume of rock at the end of the cutting process. I should note that there is a damage model defined and the elements get deleted accordingly.
Using output variable STATUS does not work unfortunately, since some elements simply fly away without being deleted (when I checked the STATUS value for those flying elements, I can see they are set to 1). In other words, some rock particles simply get removed without being deleted.
I tried using a displacement criteria, essentially checking displacement of nodes and if they are above a threshold, I consider them as "removed". However, I was wondering if there would be a more elegant and robust way to do this. Is there for example another output variable in Abaqus, which would tell me element IDs for those elements which lost connectivity to the rest of the model.
Thank you very much in advance for your comments and replies.
Best regards,
Murat
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Hi Dhanraj,
in the end, I could not find an easy solution. What I did was to identify the nodes with high displacement (above a threshold), since both the deleted elements and also the elements which fly away have disp, and then calculate the total volume of the elements associated with these nodes.
I think there should be an easier way to do this but I could not find it. The problem arises from the elements which don't fail but simply become detached and fly away. Otherwise it would be simple to just check the element status.
good luck,
Murat
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Dear All,
I am looking to find out the optimum point of some factor in regard to the geochemical study of ophiolitic rocks, especially pillow basalts, to detect whether it is an E-, N-MORB, or IOB basalt, including:
  • The optimum number of samples for a reliable test
  • The distance between sampling locations and samples in each location
Generally, I am looking for a standard method for studying the origin of an ophiolite, even if the isotop geochemistry is required. It would be appreciated if expertise can help me with this question.
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Hi Mr. Rojhani,
For study about rock genesis, I would suggest to take at the least one sampling point for each lithological unit. However, if you found variations within the same lithological unit, it's better to sample each variation.
Lithological unit/variation is more important than dimension/distance between sampling point.
For each sample, you will need to take two hand-sized speciment, one for microscopic observation (thin section + polished section if needed), one for chemical analysis (XRF, ICP-MS, stable isotope).
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We have received the following two green colored, hard and compacted samples.The photos of rock and XRD Data (qualitative and semi-quantitative) is mentioned below. We are unable to give them a proper rock name.
It will be highly appreciated, if someone can suggest a possible name.
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Muhammad Hassan Agheem and Nima Nezafati your Wikipedia article says “nodular chert is most common in limestone …” and ”Where chert occurs in chalk or marl, it is usually called flint.” Thus my description of it as a flint nodule appears to be correct especially as both sets of X-ray data contain significant CaCO3 - limestone.
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What failure criteria can be more efficient for the analysis of cracked rock mass under linear elastic conditions?
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In my opinion, the Griffith failure criterion can be a good option, considering that it has been discussed in many sources ( e.g., Fracture Mechanics, (2011) by Chin-Teh Sun, Zhihe Jin ) it can be a suitable and complete criterion in rock masses.
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Hello Dear professors and colleagues
I have a felsic volcanic rock rich in mafic xenoliths and now thinking of the best way from sample preparation to yield best results ...any suggestion?
2- I want to prepare XRF fused beads for the felsic rock .. Should i care for removing the xenolith away before the grinding ?
3- Could i study the xenolith itself as if it was a free geological unit ?
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I would go a double-blow strategy
1. Isolate the xenoliths, take a picture and carry out a classification with the unarmed eye or hand lens for chemical analyses which you have already been pondering over. This chemical analyses can start with the common major and minor element XRF analysis and be extended to an advanced level studies including stable and instable isotope (radiometric dating). The non-destructive XRD (also quantitative) can be performed prior to that using the powdered samples to be planed for XRD. Thereby, you get a small-scale overview of the bulk mineral and chemical composition.
2. The second part should capitalize on the first step when it comes to a mineralogical and chemical investigation along transects across the boundary between the xenoliths and the host rock. Thin- and polished section can be used for the various xenolith types 1, 2, 3,…..etc. established under No. 1 step. In the course a that a fine-tuning of No 1 may be achieved and by means of , e.g., EMPA and/or ICPMS the chemical reactions between host and inclusion can be investigated.
It is a rather general approach which can be lifted to a more advanced level. It is only very important to provide a dual – use platform which you can work on, open to various directions and avoiding to block any sort of analysis. A self-designed flow chart , e.g., on PowerPoint can be of assistance because such diagram is always open for amendments.
I wish you much success
HGD
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For a biological experiment I am trying to calculate at which angle I should set my rocking plate to create a specific flow in my microfluidic chip (gravity driven flow)
I used The Bernoulli equation with frictional head loss (Darcy Weisbach). From the Bernoulli equation I would like to calculate the height difference between my two reservoirs. From this height difference I can calculate the angle.
My Reynolds number is super low namely 3.62*10^-2. Therefore, I wonder whether I am using the right equations. Maybe Bernoulli is not the one?
My calculation bring me to an angle of 0.02 degrees which is practically impossible of course.
I use:
P1 + 0,5ρ v1^2 + ρgh1 = P2 + 0,5ρ v2^2 + ρgh2 + fh ρg
With two assumptions:
- P1=P2=Patm because the tank is open, cancells out
- v1=0 as the reservoir is big compared to the channel
This gives me: v2=squareroot(2g(h1-fh))
I want to know h1 so: h1=(0,5v2^2 + fh)/g
Is this the correct equation or should I use another?
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Hi Michelle A.M. Vis , for micro porous media, for any pore, tube or pore throat that is ~<1.8 micron, then darcy permeability (k) equation would be the equation to use. Because at the micro scale the gravity (g) and capillary forces (Pc: Capillary Pressure) work against each others. Therefore, if no enough DP (Differential Pressure) between the inlet (Top) and outlet (Bottom) that can overcome the Pc, then the flow would not happen, however, depending on the initial condition that you start the flooding with, conditions like the saturation fluid type, wettability of the chip surface. Therefore, the following:
==> type of fluids: the saturating fluid, and the flooding Fluid
==> type of sold materials that the chip is made of: glass, polymer, ...
==> size of the micro-tubes: smallest inner radius of the chip (r)
We have just published a novel equation that link Pc, K, and r hoping that it can also help you further, Which I have attached the preprint paper, also a PDF can be found on:
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The concentrations of these elements in rocks in the area of the mid-oceanic ridges are particularly interesting.
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Please have an eye on papers dealing with ophiolites, particularly their plutonic parts at the bottom and the topmost volcanic parts. There are many reports treating the economic geology of Cu, Fe, Zn and Mn of this suite of rocks.
HGD
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Please share the links in your comments.
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In social drinking scenarios, my preference has always been "on the rocks", but the ex/in-plosion mentioned in the title is quite new to me. I feel it's due to unusual crystallization or air trapped or whatever, as I pour water on remnants of broken ice in the tray. Can anybody give me a scientific explanation of it?
Thanks.
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In general, Dear Rad Maythil
What happens is a first-order transition from one state of matter to another one, which implies energy, that energy has to go somewhere. The explosion is part of that energy converted into sound energy (sound waves).
I rather would say that is some coalescence of drops of water that finally come together but in a very fast fashion. Probably I am wrong, but nothing else comes to my mind now.
Interesting question.
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Does anyone know if it is possible to use Roche High Pure RNA Isolation Kit to isolate RNA from cells frozen in RLT (Qiagen RLT buffer + beta-merkaptoethanol)? As far as I am concerned, it seems that both RLT and Roche Lyse buffer are guanidine based. Therefore, I assume that it should work. Have anyone tried it before? Thank you!
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Hi Michal,
You have probably reached an answer by now, but I also wanted to share my experience.
I had some sputum cells stored in Trizol (Thermofisher) and tried isolating RNA using Qiagen's RNAeasy kit. I got high yields of RNA from this kit. Therefore, I don't think using a different kit from your lysis buffer would be a problem as all these lysis buffers contain guanidine salt.
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Dear Researchers,
My name is Hanan Samadi from the University of Tehran with a M.Sc. degree in Engineering Geology (Tunnel construction and machine learning).
The general development of Artificial Intelligence is certainly facilitated by openly available datasets for the whole community to use and learn from. However, due to the lack of open datasets in the field of hard rock tunnelling, I am currently looking forward to accessing open datasets related to this field of study.
I would be very thankful, if it would be possible for you to provide me with a data set concerning rock parameters (UCS, BTS, BI, a, RQD) and penetration rate of TBM machine in one specific tunnelling project (mechanized excavation with hard rock TBM).
Thank you in advance for your time and consideration.
Yours Respectfully,
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I am very grateful for your kind proposal. I find this information to be helpful.
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At present, complete geometrical characterzation of a naturally fractured rock mass is always difficult owing to its 3D nature and limited access to all information. Thus, a DFN model is often applied to approximate a real faulted or jointed system. A following numerical simulation can be conducted to estimate the mechanical and hydraulic properties of a fractured rock mass. Undoubtedly, the reliability of the established DFN model is a vital prerequisite for the accuracy of the subsequent analysis of the model. So what are the current methods to verify the consistency between DFN and field measured data? Especially for the 3D information.
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Hi, here is the promised report
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1)How to plot the variation diagrams for this granulite rocks ,Suggest me some paper or any specific notes?
2)Can you recommend any software for plotting the variation diagrams or excel is enough?
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Thank you so much Sir for your valuable response. I am absolutely delighted for your precise advice and recommendation.
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I am writing a Paper about (numerical design of rock test specimen under mechanical loading) using Flac3D 5.0 Program.
i am facing now a lit