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    Closure to “Examining Setup Mechanisms of Driven Piles in Sand Using Laboratory Model Pile Tests” by Z. Zhang and Y. H. Wang 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Z. Zhang; Y. H. Wang
    Publisher: American Society of Civil Engineers
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    Examining Setup Mechanisms of Driven Piles in Sand Using Laboratory Model Pile Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 003
    Author(s): Z. Zhang; Y. H. Wang
    Publisher: American Society of Civil Engineers
    Abstract: In this study, model pile tests were carried out in a custom-made pressurized chamber to explore the mechanisms of a driven pile setup in dry sand. A bender element system and tactile pressure sensors were used in parallel ...
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    Closure to “Experimental and DEM Examinations of K0 in Sand under Different Loading Conditions” by Y. Gao and Y. H. Wang 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 008
    Author(s): Y. Gao; Y. H. Wang
    Publisher: American Society of Civil Engineers
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    Dual Porosity and Secondary Consolidation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 007
    Author(s): Y. H. Wang; D. Xu
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the results of a series of experiments using one-dimensional oedometer testing, mercury intrusion porosimetry (MIP), and scanning electron microscopy are reported on kaolinite samples with known and controlled ...
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    Mechanisms of Small-Strain Shear-Modulus Anisotropy in Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author(s): Y. H. Wang; C. M. Mok
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, experimental studies using a true triaxial apparatus and a bender element system, and numerical simulations based on the discrete element method (DEM) were used to investigate the stress- and fabric-induced ...
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    Characterization of Cemented Sand by Experimental and Numerical Investigations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): Y. H. Wang; S. C. Leung
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the effects of cementation on the stress–dilatancy and strength of cemented sand are investigated through experimental characterizations using triaxial tests and numerical simulations using the discrete ...
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    Laboratory Studies of Two Common Saprolitic Soils in Hong Kong 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author(s): Y. H. Wang; W. M. Yan
    Publisher: American Society of Civil Engineers
    Abstract: Two commonly encountered saprolitic soils in Hong Kong, weathered volcanic tuff (WT) and weathered granite (WG), were studied using high-quality intact samples. The intact samples exhibited quasi-preconsolidation pressure ...
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    SIF Calculation for Two Cracks Emanating From the Internal Boundary of a Tube 

    Source: Journal of Pressure Vessel Technology:;1990:;volume( 112 ):;issue: 004:;page 374
    Author(s): Y. H. Wang; C. Z. Li
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The stress intensity factor (SIF) corresponding to two collinear cracks emanating from the internal boundary of a tube is calculated by boundary collocation method (BCM). Uniform internal pressure ...
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    Experimental Characterizations of Contact Movement in Two-Dimensional Rod Assembly Subjected to Direct Shearing 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 001
    Author(s): Q. Yuan; Y. H. Wang; P. O. Tam; X. Li; Y. Gao
    Publisher: American Society of Civil Engineers
    Abstract: This study explored the features of particle motion and, in particular, the associated movements at contacts in response to direct shearing. A tailor-made direct shear box equipped with an image system was set up. The ...
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    Measurement Biases in the Bender Element Test 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 005
    Author(s): Y. H. Wang; K. F. Lo; W. M. Yan; X. B. Dong
    Publisher: American Society of Civil Engineers
    Abstract: This paper reconsiders the signals that are transmitted in bender element tests and the associated transfer functions to identify the problems that bias the velocity (travel time) determination. The findings of the numerical ...
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    DSpace software copyright © 2002-2015  DuraSpace
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