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    Discussion of “Parameters Affecting Soil–Water Characteristic Curves of Fine-Grained Soils” by Vikas K. S. Thakur, S. Sreedeep, and Devendra N. Singh 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Setianto Samingan Agus; Tom Schanz
    Publisher: American Society of Civil Engineers
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    Analysis of Interfering Circular Footings on Reinforced Soil by Physical and Numerical Approaches Considering Strain-Dependent Stiffness 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 011
    Author(s): Arash Alimardani Lavasan; Mahmoud Ghazavi; Tom Schanz
    Publisher: American Society of Civil Engineers
    Abstract: This paper numerically examines the bearing capacity, settlement, and failure kinematics of two closely spaced circular footings on reinforced soil. A number of large-scale tests are performed to identify the influence of ...
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    Discussion of “Comparing CPT and Vs Liquefaction Triggering Methods” by P. K. Robertson 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 009
    Author(s): Tom Schanz; Meisam Goudarzy; Negar Rahemi; Wiebke Baille
    Publisher: American Society of Civil Engineers
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    Swelling Behavior of Bentonite-Based Backfilling Materials in Nuclear Waste Repository Conditions 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2017:;Volume ( 021 ):;issue: 001
    Author(s): Yasir Al-Badran; Wiebke Baille; Snehasis Tripathy; Tom Schanz
    Publisher: American Society of Civil Engineers
    Abstract: During the postconstruction phase, the stress equilibrium conditions within the proposed underground nuclear waste repositories may alter because of various factors, such as far-field mining activity, fluctuation of the ...
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    Predicting the Maximum Shear Modulus of Sands Containing Nonplastic Fines 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Meisam Goudarzy; Negar Rahemi; Md. Mizanur Rahman; Tom Schanz
    Publisher: American Society of Civil Engineers
    Abstract: There are some attempts to evaluate Hardin’s equation for transition soils, i.e., sand mixed with a systematic increase of fines (particle size≤0.075  mm) content, fc. The most common finding is that maxmium shear ...
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