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    Sampling Disturbance Effects in Normally Consolidated Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 012
    Author(s): M. C. Santagata; J. T. Germaine
    Publisher: American Society of Civil Engineers
    Abstract: The effects of sampling disturbance are investigated by performing single element triaxial tests in which specimens of normally consolidated resedimented Boston blue clay are disturbed according to the “perfect sampling ...
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    Experimental Study of Wellbore Instability in Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 008
    Author(s): Naeem O. Abdulhadi; John T. Germaine; Andrew J. Whittle
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an extensive program of laboratory model wellbore tests that have been performed to study wellbore instability in saturated clays. The tests were conducted on resedimented Boston blue ...
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    Does Calcium Leaching Increase Ductility of Cementitious Materials? Evidence from Direct Tensile Tests 

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 003
    Author(s): F. H. Heukamp; F.-J. Ulm; J. T. Germaine
    Publisher: American Society of Civil Engineers
    Abstract: There is an ongoing debate in the chemomechanics community over whether calcium leaching leads to an increase in brittleness or ductility of cementitious materials. While other research teams have addressed this question ...
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    Closure to “Effect of Nonuniform Stresses on Measured DSS Stress‐Strain Behavior” by Don J. DeGroot, John T. Germaine, and Charles C. Ladd 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 010
    Author(s): Don J. DeGroot; John T. Germaine; Charles C. Ladd
    Publisher: American Society of Civil Engineers
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    Factors Affecting the Initial Stiffness of Cohesive Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): Marika Santagata; John T. Germaine; Charles C. Ladd
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents the results of an extensive laboratory program conducted to establish the factors affecting the initial stiffness (Young’s modulus) of cohesive soils in undrained triaxial compression. The testing program, ...
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    Effects of Soils on Laser Induced Fluorescence of BTX Contaminated Pore Waters 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 012
    Author(s): Joseph V. Sinfield; John T. Germaine; Harold F. Hemond
    Publisher: American Society of Civil Engineers
    Abstract: A laboratory testing program was conducted to identify and interpret the fundamental factors affecting the performance of a new microchip-laser based fluorescence sensor in soil and ground water. Investigations were performed ...
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    Laboratory Simulation of Field Sampling: Comparison With Ideal Sampling and Field Data 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Marika Santagata; Joseph V. Sinfield; John T. Germaine
    Publisher: American Society of Civil Engineers
    Abstract: Tube sampling disturbance effects are investigated in this paper based on the results of constant rate of strain consolidation tests and unconsolidated undrained triaxial compression tests conducted on resedimented Boston ...
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    Small-Strain Nonlinearity of Normally Consolidated Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): Marika Santagata; John T. Germaine; Charles C. Ladd
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses the small-strain undrained shear behavior of clays based on an extensive testing program conducted on normally consolidated resedimented Boston blue clay (RBBC). The uniformity and reproducibility in ...
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    Triaxial Testing of Frozen Sand: Equipment and Example Results 

    Source: Journal of Cold Regions Engineering:;2003:;Volume ( 017 ):;issue: 003
    Author(s): Gregory Da Re; John T. Germaine; Charles C. Ladd
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a high-pressure, low-temperature triaxial testing system that has been specifically designed and built at the Massachusettes Institute of Technology in order to study the physical mechanisms controlling ...
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    Effect of Nonuniform Stresses on Measured DSS Stress‐Strain Behavior 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author(s): Don J. DeGroot; John T. Germaine; Charles C. Ladd
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents results of a laboratory investigation of the influence of the nonuniform stresses imposed by the Geonor direct simple‐shear (DSS) apparatus on measured stress‐strain behavior. The investigation concentrated ...
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