T. C. Sheahan’s research while affiliated with Northeastern University and other places

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Publications (489)


Teaching across disciplines: a case study of a project-based short course to teach holistic coastal adaptation design
  • Article
  • Full-text available

April 2020

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123 Reads

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9 Citations

Journal of Environmental Studies and Sciences

Pamela K. Judge

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Thomas C. Sheahan

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Climate change has led to the need for innovation in resilient infrastructure and the social policies which will support those. This requires greater interdisciplinary interactions and knowledge building among emerging professionals. This paper presents a case study of a pilot short course intended to immerse graduate students in the design of resilient infrastructure using place-based and interdisciplinary active team learning. This course helps graduate students bridge the gap between research and practice on the social science and engineering of resilient infrastructure for coastal adaptation. The intellectual framework for the course (the Adaptive Gradients Framework) provides a holistic evaluation of adaptation design proposals and was used to recognize the complexity of social, ecological and engineering aspects and varied social benefits. The course provides a model to move outside rigid boundaries of institutions and disciplines to begin to build, in both students and instructors, the ability to work more effectively on complex social-ecological-engineering problems. Finally, this paper presents a summary of lessons learned from this pilot short course.

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Figure 1. Defining infrastructure and intervention types. This figure synthesizes language used across several disciplines around types of coastal resilience measures, particularly engineering, policy, and landscape architecture, to ensure interdisciplinary accuracy in conversation. The first panel presents nature-based engineering and ecosystem approaches; the second panel focuses on traditional built forms such as seawalls; the third panel identifies alternative approaches that focus on regulations and culture to change coastal resiliency; and the final panel defines the integration of these three as fully hybrid approaches. Sources: [8,19,20]. Photos: SAGE Workshop Field Trips and site visits; 2014-2016. Photo credit: Rebecca Fricke.
Pathways to Coastal Resiliency: The Adaptive Gradients Framework

July 2018

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615 Reads

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24 Citations

Current and future climate-related coastal impacts such as catastrophic and repetitive flooding, hurricane intensity, and sea level rise necessitate a new approach to developing and managing coastal infrastructure. Traditional “hard” or “grey” engineering solutions are proving both expensive and inflexible in the face of a rapidly changing coastal environment. Hybrid solutions that incorporate natural, nature-based, structural, and non-structural features may better achieve a broad set of goals such as ecological enhancement, long-term adaptation, and social benefits, but broad consideration and uptake of these approaches has been slow. One barrier to the widespread implementation of hybrid solutions is the lack of a relatively quick but holistic evaluation framework that places these broader environmental and societal goals on equal footing with the more traditional goal of exposure reduction. To respond to this need, the Adaptive Gradients Framework was developed and pilot-tested as a qualitative, flexible, and collaborative process guide for organizations to understand, evaluate, and potentially select more diverse kinds of infrastructural responses. These responses would ideally include natural, nature-based, and regulatory/cultural approaches, as well as hybrid designs combining multiple approaches. It enables rapid expert review of project designs based on eight metrics called “gradients”, which include exposure reduction, cost efficiency, institutional capacity, ecological enhancement, adaptation over time, greenhouse gas reduction, participatory process, and social benefits. The framework was conceptualized and developed in three phases: relevant factors and barriers were collected from practitioners and experts by survey; these factors were ranked by importance and used to develop the initial framework; several case studies were iteratively evaluated using this technique; and the framework was finalized for implementation. The article presents the framework and a pilot test of its application, along with resources that would enable wider application of the framework by practitioners and theorists.


Team Science Applied to Environmental Health Research: Karst Hydrogeology and Preterm Birth in Puerto Rico

January 2018

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75 Reads

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2 Citations

Understanding the interaction of environmental contamination and its impact on human health stretches the disciplinary demands required for effective research. Team science is required to understand the origin of contaminants, their pathways to human, their health effects, and for development of effective mitigation. We describe a team science model applied to the study of preterm birth in a region of karst hydrogeology, the Puerto Rico Testsite for Exploring Contamination Threats (PROTECT). This research program uses an innovative, holistic, source-to-outcome transdisciplinary approach that integrates epidemiological, toxicological, analytical, fate-transport, and remediation studies, along with a unified sampling infrastructure, a centralized, indexed data repository and a data management system. PROTECT is contributing new knowledge about the risk that contaminants may pose in pregnancy resulting in preterm birth, how these contaminants reach karst aquifers, and what are the biological mechanisms by which environmental contaminants may promote preterm birth. PROTECT also is developing novel remediation approaches that will target removal of contaminants linked to preterm births from ground water. These integrated efforts offer unique opportunities to address a serious public health problem and its solution would result in a healthier population and a healthier environment.


Nonlinear Nonequilibrium One-Dimensional Large-Strain Consolidation-Coupled Contaminant Transport Model of Capped Sediments

March 2017

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38 Reads

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13 Citations

Journal of Geotechnical and Geoenvironmental Engineering

This paper describes the development and multistep validation of a one-dimensional, large strain consolidation coupled contaminant transport model with nonlinear and nonequilibrium sorption kinetics. The RCM-XPORT2K model uses the CS2 large strain consolidation approach for modeling the deforming saturated porous medium consolidating under a surcharge stress, coupled with reactive advective/dispersive solute transport through the medium, capped with a thin-layered reactive sequestering geocomposite known as a reactive core mat (RCM). In addition to assumptions made in previously developed, one-dimensional consolidation coupled contaminant transport model RCM-XPORT2, the RCM-XPORT2K model accounts for sediment- and sorbent-specific sorption kinetics to model nonlinear, and nonequilibrium sorption behavior. Validation of the model is presented by simulating: (1) sorption kinetics tests performed on sediment sampled from Neponset River, Milton, Massachusetts, USA and a commercial product, CETCO Organoclay PM-199; (2) solute transport from the large strain consolidation coupled contaminant transport tests with Br⁻ and Cl⁻ using a high water content inert silt sample (New York Silt); and (3) the naphthalene transport and breakthrough times observed in upflow column tests with Neponset River sediment with various overlying cap layers.


Fig. 2a. Total PCBs uptake by live and dead plants of Ulva rigida over a fourteen day period in laboratory microcosm experiments. Values represent treatment averages plus and minus standard deviations. 
Fig. 4. Relation between congeners log K ow values and congener composition in live plants of Ulva rigida after 1 day. 
Fig. 5b. Congener composition in live plants of Ulva rigida in the field experiment after 1 day and in the sediment below it. 
Fig. 5a. Congener composition in live plants of Ulva rigida in the laboratory experiment after 1 day and in the initial sediment sample. 
Figure 5 of 5
Uptake of PCBs contained in marine sediments by the green macroalga Ulva rigida

September 2014

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485 Reads

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26 Citations

Marine Pollution Bulletin

The uptake of PCBs contained in marine sediments by the green macroalga Ulva rigida was investigated in both laboratory and field experiments. Under laboratory conditions, total PCBs (tPCBs) uptake was significantly greater in live vs dead plants. The concentration of tPCB taken up in live plants was greatest in the first 24h (1580μgkg(-1) dry weight), and then increased at a lower rate from day 2 to 14. Dead plants had a significantly lower tPCB concentration after 24h (609μgkg(-1) dry weight) and lower uptake rate through day 14. Lesser chlorinated PCB congeners (below 123) made up the majority of PCBs taken up. Congener composition in both laboratory and field experiments was correlated to congener logKow value and sediment content. Field experiments showed that Ulva plants could concentrate PCBs to 3.9mgkg(-1) in 24h. Thus, U. rigida is capable of removing PCBs in sediments at a rapid rate.


Reconceptualizing the Role of Infrastructure in Resilience

August 2014

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66 Reads

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2 Citations

Eos Transactions American Geophysical Union

The Sustainable Adaptive Gradients in the Coastal Environment (SAGE) research collaboration network is composed of U.S., Caribbean, and European engineers, geoscientists, ecologists, social scientists, planners, and policy makers. The goal of SAGE is to establish international, cross-disciplinary networks of researchers working on resilient coastal infrastructure (gray, green, and cultural), with a focus on understanding how varying coastal characteristics contribute toward resilient adaptation strategies (funded under National Science Foundation grant ICER-1338767).



Benchscale Assessment of the Efficacy of a Reactive Core Mat to Isolate PAH-Spiked Aquatic Sediments

January 2014

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64 Reads

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9 Citations

Soil and Sediment Contamination (formerly Journal of Soil Contamination)

This paper describes the results of a benchscale testing program to assess the efficacy of a reactive core mat (RCM) for short term isolation and partial remediation of contaminated, subaqueous sediments. The 1.25 cm thick RCM (with a core reactive material such as organoclay with filtering layers on top and bottom) is placed on the sediment, and approximately 7.5 - 10 cm of overlying soil is placed on the RCM for stability and protection. A set of experiments were conducted to measure the sorption characteristics of the mat core (organoclay) and sediment used in the experiments, and to determine the fate of semi-volatile organic contaminants and non-reactive tracers through the sediment and reactive mat. The experimental study was conducted on naphthalene-spiked Neponset River (Milton, MA) sediment. The results show nonlinear sorption behavior for organoclay, with sorption capacity increasing with increasing naphthalene concentration. Neponset River sediment showed a notably high sorption capacity, likely due to the relatively high organic carbon fraction (14%). The fate and transport experiments demonstrated the short term efficiency of the reactive mat to capture the contamination that is associated with the post-capping period during which the highest consolidation-induced advective flux occurs, driving solid particles, pore fluid and soluble contaminants toward the reactive mat. The goal of the mat placement is to provide a physical filtering and chemically reactive layer to isolate contamination from the overlying water column. An important finding is that because of the high sorption capacity of the Neponset River sediment, the physical filtering capability of the mat is as critical as its chemical reactive capacity.


Bioavailability of Hydrophobic Organic Compounds in Thin-Layered Capped Sediments

December 2013

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25 Reads

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10 Citations

Chemosphere

The effect of a thin sand capping layer (7.5cm) on the bioavailability of hydrophobic organic compounds (HOCs, i.e., PCBs and naphthalene) was studied using oligochaete worms, and the results compared to previously obtained bioavailability tests with a reactive core mat (RCM) cap. The study investigated the difference in HOC concentration in worms exposed to: (a) a grab sample of sediment used as sampled for PCBs and spiked for PAHs; (b) an initially clean mixture of sand and organic matter (biouptake layer) directly overlying the sediment; and (c) the biouptake layer placed on top of the RCM-capped sediment. Benchscale experiments were performed to induce pore fluid flux through the sediment and into the overlying layer(s). Principal component analysis (PCA) was used to assess PCB homolog group concentrations. Results indicate that the thin sand cap alone reduced the average bioavailability of PCBs by a factor of 100 compared to direct exposure, but had no effect on the bioavailability of naphthalene. However, worms exposed to the RCM-protected biouptake layer show virtually the same HOC concentrations as those in the background worm samples, indicating effective isolation by the RCM.


Table 1 Progressive Mentoring Framework Concept 
A Model for Progressive Mentoring in Science and Engineering Education and Research

November 2013

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1,480 Reads

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50 Citations

Innovative Higher Education

Mentoring is useful in career development for the sciences and professions due to the cultures, skill sets, and experience-based learning in these fields. A framework for mentoring based on observations and data gathered as part of an international research and education project is presented. Students with multiple levels of experience and background were placed with researchers resulting in an effective progressive mentoring structure. The article focuses on students’ and mentors’ experiences. The model is discussed in terms of the Zone of Proximal Development of Vygotsky.


Citations (89)


... Hurlimann (2009), poi ripreso da Hurlimann e colleghi (2021), ha esaminato la questione dal punto di vista più ampio dell'educazione ambientale per i pianificatori, attraverso un sondaggio tra i professionisti della pianificazione in Australia, e ha rilevato che i cambiamenti climatici e la gestione delle acque sono temi chiave che richiedono attenzione nei curricula, oltre alla necessità di un pensiero critico che consenta ai pianificatori di affrontare tutti i tipi di problemi ambientali. Alcuni studi sottolineano la necessità di un insegnamento multidisciplinare (Judge et al., 2020). La necessità di un'adeguata formazione sui cambiamenti climatici nei curricula di pianificazione e ambiente edificato ha spinto a sviluppare curricula da parte di organizzazioni globali come UN-Habitat (2015), che ha sviluppato un corso composto da sette moduli su argomenti chiave che coprono: teoria e concetti dei cambiamenti climatici, adattamento e mitigazione dei cambiamenti climatici, pianificazione per i cambiamenti climatici, cambiamenti climatici e diversi settori: acqua urbana, energia urbana, mobilità urbana, alloggi e abitazioni. ...

Reference:

WalKras: Narrazioni e sfide del cambiamento climatico nei territori del Carso e della costa istriana
Teaching across disciplines: a case study of a project-based short course to teach holistic coastal adaptation design

Journal of Environmental Studies and Sciences

... Many other scholarly articles focused on the effectiveness of green versus grey infrastructure 19,99,100,101,102 , or investigating the potentials of investments in nature and nature-based infrastructure, but also communicating its ability to improve coastal resilience 12,17,103,104 . There has also been increasing support for living shorelinesa hybrid infrastructure type that offers multiple lines of defence and improves coastal resilience 19,105,106 , as well as climate mitigation benefits through blue carbon 52,106 . ...

Pathways to Coastal Resiliency: The Adaptive Gradients Framework

... Statistical, mathematical, scientific computing, and data sciences knowledge contributes to build the state-of-the-art physical-based and/ or data-driven modeling approaches to the study of karst hydrogeology. Collaborative works between engineers, hydro-scientists, and public health experts are mapping the way to assess direct links between contamination in karst regions and adverse health outcomes (Cordero et al. 2018). ...

Team Science Applied to Environmental Health Research: Karst Hydrogeology and Preterm Birth in Puerto Rico
  • Citing Chapter
  • January 2018

... Multi-field coupled problems involve complex interactions between different physical fields. While partially coupled models consider these interactions partially, meaning they address only some interactions between physical fields while simplifying or disregarding others [18][19][20][21][22], the fully coupled hydraulic-mechanical-chemical (HMC) model addresses this limitation. The fully coupled HMC model simultaneously considers a broad range of relevant physical fields and their interactions within a mathematical and computational framework [23,24]. ...

Nonlinear Nonequilibrium One-Dimensional Large-Strain Consolidation-Coupled Contaminant Transport Model of Capped Sediments
  • Citing Article
  • March 2017

Journal of Geotechnical and Geoenvironmental Engineering

... e size distribution but also because they exhibit a sigmoidal shape (Bittelli et al., 2003;Black & Tice, 1989;Koopmans & Miller, 1966;Santoyo & Baser, 2022;Spaans & Baker, 1996;X. Zhou et al., 2014). As such, several researchers have attempted to estimate SFCC from the water retention curve of the same soil (Azmatch et al., 2012;X. Li et al., 2023;Z. Liu et al., 2011), based on the widely used water retention models (Brooks & Corey, 1964;Fredlund et al., 1994;Van Genuchten, 1980). However, these methods may not be sufficiently accurate as they overlook the inherent difference between the mechanisms underlying water retention and soil freezing characteristics: The former reflects the interaction betwe ...

A New Method for Soil Water Characteristic Curve Measurement Based on Similarities Between Soil Freezing and Drying
  • Citing Article
  • January 2012

Geotechnical Testing Journal

... The value M=2 represented the scenario where c increased by a factor of 2 due to suction effects. Experimentally, a 4.1-fold increase in c for unsaturated samples, attributed to fabric changes, was reported(Reis et al., 2011). ...

Performance of a Cubical Triaxial Apparatus for Testing Saturated and Unsaturated Soils

Geotechnical Testing Journal

... Os cenários que permitem o prosseguimento das escavações para que a plataforma da fundação do muro de solo reforçado seja conseguida foram estudadas e a obra poderia ser realizada apenas na condição de lençol freático rebaixado ao nível da cota 1 metro da plataforma, uma vez que toda resistência ao cisalhamento do material é dependente da umidade, conforme explanado por Martins Reis et al. (2011). Figura 1. Locação do alinhamento básico das contenções em vermelho demandadas para empreendimento Durante a execução do alteamento do muro de solo reforçado e os sistemas de drenagem, os riscos inerentes e as atividades de manutenção temporária quanto à erosão passam pelo monitoramento das deformações, identificação de trincas na crista e na face do talude, soluções de mitigação de risco de ruptura em função de contingências da obra, como novas ocorrências de materiais menos competentes, matacões e outros elementos que poderiam vir a ocorrer, interação com as estruturas vizinhas, e eventuais obras de recuperação de ruptura locais, alterando o projeto de contenção, seu cronograma e custos, pois há disponibilidade de medidas mitigadoras de custo conhecido de perigos presentes neste tipo de solução. ...

Determination of the Soil-Water Retention Curve and the Hydraulic Conductivity Function Using a Small Centrifuge
  • Citing Article
  • September 2011

Geotechnical Testing Journal

... Similar to water permeability, gas permeability in unsaturated soil, which characterizes the capacity of gas transport, is an important hydraulic property. The gas permeability of soils is concerned in various fields, e.g., landfill gas emission and oxidation for waste landfill cover systems [1][2][3][4][5][6], soil aeration for plant growth [7,8], soil moisture distribution for land surface [9,10], three-phase (water, gas, and oil) permeability in the oil industry [11,12], and the sealing efficiency of CO 2 [13][14][15]. Among these fields, the increase in gas pressure above atmospheric pressure is typically below 10 kPa and falls within the measurement range of the gas supply equipment (20 kPa). ...

A Modified Oxygen Consumption Test to Evaluate Gas Flux through Oxygen Barrier Cover Systems
  • Citing Article
  • January 2012

Geotechnical Testing Journal

... The majority of authors focus themselves on cohesive soils, for which the effects of suction have much more practical implications, e. g., for dams [20][21][22]. The few studies on sand show that the shear strength, dilatancy, and initial stiffness all increase with partially saturation [23][24][25][26][27][28][29][30][31][32]. ...

Strength and Small-Strain Stiffness Characteristics of Unsaturated Sand
  • Citing Article
  • September 2011

Geotechnical Testing Journal

... Hu et al. (2006) performed centrifuge tests to simulate the soil vapor extraction (SVE) process and obtained the spatial distribution of contaminants after 2 and 4 months of SVE. Additionally, Pasha et al. (2011) simulated an in situ surfactant-enhanced soil flushing process inside the geotechnical centrifuge and evaluated the remedial efficiency of sodium dodecyl sulfate aqueous solution after 130 days of flushing. ...

Centrifuge Modeling of In situ Surfactant Enhanced Flushing of Diesel Contaminated Soil
  • Citing Article
  • November 2011

Geotechnical Testing Journal