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    Strain Rate Effects in Model Pressuremeter Testing 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 011
    Author(s): Dayakar Penumadu; Jean-Lou Chameau
    Publisher: American Society of Civil Engineers
    Abstract: A series of one-eighth-scale strain controlled model pressuremeter tests were performed using an automated flexible wall calibration chamber testing system. Undrained model pressuremeter tests were performed with and without ...
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    Seismic Response of San Francisco Waterfront Fills 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author(s): G. Wayne Clough; Jean‐Lou Chameau
    Publisher: American Society of Civil Engineers
    Abstract: The San Francisco waterfront was constructed between 1850 to 1920 by placing fill along the San Francisco Bay. The fills, reaching thicknesses of up to 40 ft (12 m), consist primarily of dune sand, rock fragments, bay mud, ...
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    Probabilistic Pore Pressure Analysis for Seismic Loading 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author(s): Jean‐Lou Chameau; G. Wayne Clough
    Publisher: American Society of Civil Engineers
    Abstract: TWO probabilistic models are proposed to study the development of pore pressure in saturated sands under random loading. The first of these is based on laboratory data, while the second uses an analytically based effective ...
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