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    Evaluating the Effect of Fiber Reinforcement on the Anisotropic Undrained Stiffness and Strength of Peat 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author(s): Michael T.; Hendry; S. Lee; Barbour; C. Derek; Martin
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an investigation into the role of peat fibers in the development of anisotropic stiffness and strength within peat samples taken from below three Canadian National Railway embankments ...
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    Quantification of the Settlement of an Embankment Constructed on Peat due to the Expulsion of Gases 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 003
    Author(s): Mohan P. Acharya; Michael T. Hendry; C. Derek Martin
    Publisher: American Society of Civil Engineers
    Abstract: The mechanisms that result in the settlement of structures constructed on peat foundations have been the subject of numerous investigations. A recent study of the behavior of the peat subgrade showed that gas bubbles within ...
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    Numerical Analysis of Plate-Load Test Results on Fractured Rocks Using an Equivalent-Continuum Model: Case Study of the Bakhtiary Dam Site 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 001
    Author(s): Alireza; Agharazi; C. Derek; Martin; Dwayne D.; Tannant
    Publisher: American Society of Civil Engineers
    Abstract: The plate-load test (PLT) is widely performed at large dam sites to determine the rock mass deformability. Analytical relations based on the theory of elasticity, as suggested by the International Society for Rock Mechanics ...
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    Volumetric Changes and Point of Saturation around a Pressuremeter Probe Used in Unsaturated Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 011
    Author(s): David E. Y. Elwood; C. Derek Martin; Delwyn G. Fredlund; G. Ward Wilson
    Publisher: American Society of Civil Engineers
    Abstract: The interpretation of pressuremeter test results in cohesive soils assumes that the soil is saturated and the rate of loading is such that undrained conditions apply. Pressuremeter tests in compacted soils or heavily ...
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