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    Closure to “Rational Equipment Selection Method Based on Soil Conditions” by Ali Touran and Thomas C. Sheahan 

    Source: Journal of Construction Engineering and Management:;1998:;Volume ( 124 ):;issue: 006
    Author(s): Ali Touran; Thomas C. Sheahan
    Publisher: American Society of Civil Engineers
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    Experimental Verification of CRS Consolidation Theory 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author(s): Thomas C. Sheahan; Patrick J. Watters
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents and analyzes results from nine constant rate of strain (CRS) consolidation tests on resedimented Boston blue clay (BBC) using a specially instrumented, computer-automated hydraulic consolidation device. ...
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    Seepage Control Remediation at Hodges Village Dam, Oxford, Massachusetts 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 003
    Author(s): Stephen W. Dunbar; Thomas C. Sheahan
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a case study on embankment dam seepage problems encountered at one site over the last 30 years and various remediation efforts. The Hodges Village Dam in Oxford, Mass. is part of an extensive flood ...
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    Simplified Trial Wedge Method for Soil Nailed Wall Analysis 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Thomas C. Sheahan; Carlton L. Ho
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new approach that allows soil nailed walls to be analyzed using a trial wedge method. Most soil nailed wall analysis methods are rooted in traditional slope stability solutions with curvilinear or ...
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    Rational Equipment Selection Method Based on Soil Conditions 

    Source: Journal of Construction Engineering and Management:;1997:;Volume ( 123 ):;issue: 001
    Author(s): Ali Touran; Thomas C. Sheahan; Emre Ozcan
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a rational approach for evaluating a tractor dozer's capability to excavate a given soil type. A number of empirical charts exist for equipment selection, and a complex formulation based on soil mechanics ...
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    Nonlinear Nonequilibrium One-Dimensional Large-Strain Consolidation-Coupled Contaminant Transport Model of Capped Sediments 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): Dogus Meric; Ferdinand Hellweger; Akram N. Alshawabkeh; Thomas C. Sheahan
    Publisher: American Society of Civil Engineers
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    Nondestructive Sample Quality Assessment of a Soft Clay Using Shear Wave Velocity 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Melissa M. Landon; Don J. DeGroot; Thomas C. Sheahan
    Publisher: American Society of Civil Engineers
    Abstract: While improvements in equipment and sampling methods have enabled collection of better quality samples of soft clays for more reliable engineering design and performance prediction, current sample quality assessment methods ...
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    Rate-Dependent Undrained Shear Behavior of Saturated Clay 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author(s): Thomas C. Sheahan; Charles C. Ladd; John T. Germaine
    Publisher: American Society of Civil Engineers
    Abstract: The paper describes results from 25
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    Model Prediction of Long-Term Reactive Core Mat Efficacy for Capping Contaminated Aquatic Sediments 

    Source: Journal of Environmental Engineering:;2013:;Volume ( 139 ):;issue: 004
    Author(s): Dogus Meric; Ferdinand Hellweger; Sara Barbuto; Nima Rahbar; Akram N. Alshawabkeh; Thomas C. Sheahan
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the development and validation of a one-dimensional, large-strain consolidation-coupled contaminant transport model. The RCM-XPORT2 model uses the CS2 large-strain consolidation approach coupled with ...
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