Geometry and distribution of regional joint sets in a non-homogeneous stress field: case study in the Ebro Basin (Spain)

Journal of Structural Geology (Impact Factor: 2.88). 02/2001; 23(2):297-313. DOI: 10.1016/S0191-8141(00)00097-3


Three regional joint sets striking N–S, E–W and WNW–ESE affect the Tertiary rocks of the central Ebro basin. From analysis of their chronological relationships and spatial distribution, it is concluded that they correspond to two different tectonic events. The N–S set (oldest) and the E–W set (younger) are present in the southern and central sectors, while the WNW–ESE joint set predominates in the northern one. The N–S joints propagated in response to joint-normal and fluid loads under an intraplate stress field with SHmax oriented near N–S (related to forces caused by the convergence of Africa, Iberia and Europe and rifting at the Valencia trough) during the sedimentary infilling of the basin. These joints are only present in the southern part of the area. The E–W joint set in the southern-central sector records the same fracturing event as the WNW–ESE set does in the northern one. Its orientation was modified by the presence of the older N–S set in the south, which perturbed the regional stress field. The younger WNW–ESE and E–W joint sets are interpreted as unloading joints. These propagated as a consequence of flexural uplift and exhumation related to isostatic rebound at the Pyrenees and the Ebro foreland basin. A numerical approach is used to explain the inhomogeneous distribution of the N–S joint set in terms of their absence being controlled by the depth of the water table at the time of their formation.

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    • "Brittle deformations in rock of different ages can be used for paleostress calculations to establish the tectonic evolution of orogenic belt(Pollard and Aydin,1988;Saintot etal.,2002;Arlegui et al.,2001;Bergbauer and Pollard ,2004; Kounov etal.,2011;Hipployte et al.,2012) .Micangshan loacates at the southern margin of Qinling orogenic belt between SE trending Longmenshan fold-and-thrust belt and NE trending Dabashan thrust-andfold belt with arc geometry(Liu etal,2011;Li et al.,2011)."
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    ABSTRACT: Brittle structures in rock of different ages can be used to establish the tectonic evolution of an orogenic belt through paleostress calculations. Micangshan is located at the southern margin of the Qinling orogenic belt, between the SE-trending Longmenshan fold-and-thrust belt and the arcuate Dabashan thrust-and-fold belt. Structural observations revealed that the dominant structures are reverse and strike-slip faults and folds with E–W and NE–SE trends. To increase knowledge of the tectonic evolution of the Micangshan anticlinorium, faults, joints, veins, and folds were measured at more than eighty sites. On the basis of structural analysis, it emerged that the multiphase paleostress fields became established after the oblique collision between the North and South China plates. The earliest stress field with N–S compression was established during the Micangshan uplift associated with the E–W trending faults and folds. Subsequently, a N–S extension occurred when the Qinling orogenic belt collapsed. Then NW–SE compression developed, with NE trending faults and folds forming in relation to Longmenshan thrusting toward southwest on the eastern margin of the Tibetan plateau. With the development of the arcuate Dabashan orogenic belt, the compression stress orientation of the Micangshan anticlinorium altered from NE–SW to E–W.
    Acta Geologica Sinica 07/2013; 87(12):139-141. DOI:10.1111/1755-6724.12443 · 1.68 Impact Factor
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    • "However, as to conjugate joints, if the strata are horizontal, we can calculate them directly. If not, the strata leveling must be done before analysis (Rawnsley et al., 1998; Arlegui and Simon, 2001; Eyal et al., 2001). The data in this paper have been adjusted by using the StereoNet program (Version 3.06). "
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    ABSTRACT: This paper presents the end Late Paleozoic tectonic stress field in the southern edge of Junggar Basin by interpreting stress-response structures (dykes, folds, faults with slickenside and conjugate joints). The direction of the maximum principal stress axes is interpreted to be NW–SE (about 325°), and the accommodated motion among plates is assigned as the driving force of this tectonic stress field. The average value of the stress index R′ is about 2.09, which indicates a variation from strike-slip to compressive tectonic stress regime in the study area during the end Late Paleozoic period. The reconstruction of the tectonic field in the southern edge of Junggar Basin provides insights into the tectonic deformation processes around the southern Junggar Basin and contributes to the further understanding of basin evolution and tectonic settings during the culmination of the Paleozoic.
    09/2012; 3(5):707–715. DOI:10.1016/j.gsf.2011.12.007
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    • "In the analyzed sector of the Ebro valley the evaporites underlying the Quaternary alluvium wedge out down-valley, giving way to impermeable clay bedrock in the eastern zone of the study area by a lateral facies change. These Tertiary sediments are affected by subvertical joints and small-throw normal faults with prevalent WNW-ESE, E-W and N-S azimuths (Arlegui and Simón, 2001). The most penetrative WNW-ESE joint set, parallel to the valley, plays a clear control in the development of sinkholes and large karstic depressions, revealed by their dominant elongation and alignment direction (Gutiérrez-Santolalla et al., 2005; Gutiérrez et al., 2007; Guerrero et al., 2008a; Galve et al., 2009c). "
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    ABSTRACT: This work presents a methodology for elaborating sinkhole hazard models that incorporate the magnitude and frequency relationships of the subsidence process. The proposed approach has been tested in a sector of the Ebro valley mantled evaporite karst, where sinkholes, largely induced by irrigation practices, have a very high occurrence rate (>50 sinkholes/km2/yr). In this area, covering 10 km2, a total of 943 new cover collapse sinkholes were inventoried in 2005 and 2006. Multiple susceptibility models have been generated analyzing the statistical relationships between the 2005 sinkholes and different sets of variables, including the nearest sinkhole distance. The quantitative evaluation of the prediction capability of these models using the 2006 sinkhole population has allowed the identification of the method and variables that produce the most reliable predictions. The incorporation of the indirect variable nearest sinkhole distance has contributed significantly to increase the quality of the models, despite simplifying the modeling process by using categorical rather than continuous variables. The best susceptibility model, generated with the total sinkhole population and the selected method and variables, has been transformed into a hazard model that provides minimum estimates of the spatial–temporal probability of each pixel to be affected by sinkholes of different diameter ranges. This transformation has been carried out combining two equations derived from the more complete 2006 sinkhole population; one of them expressing the expected spatial–temporal probability of sinkhole occurrence and the other the empirical magnitude and frequency relationships generated for two different types of land surfaces, which control the strength of the surface layer and the size of the sinkholes. The presented method could be applied to predict the spatial–temporal probability of events with different magnitudes related to other geomorphic processes (e.g. landslides).
    Geomorphology 11/2011; 134(1-2):157-170. DOI:10.1016/j.geomorph.2011.05.020 · 2.79 Impact Factor
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