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    The Elastic Field in a Half-Space With a Circular Cylindrical Inclusion 

    Source: Journal of Applied Mechanics:;1996:;volume( 063 ):;issue: 004:;page 925
    Author(s): L. Z. Wu; S. Y. Du
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The problem of a circular cylindrical inclusion with uniform eigenstrain in an elastic half-space is studied by using the Green’s function technique. Explicit solutions are obtained for the ...
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    Analytical Analysis of Partially Saturated Infiltration Coupled with Deformation in a Semi-Infinite Region 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 006
    Author(s): L. Z. Wu; P. Sun; R. Q. Huang
    Publisher: American Society of Civil Engineers
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    One-Dimensional Coupled Infiltration and Deformation in Unsaturated Soils Subjected to Varying Rainfall 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 002
    Author(s): L. Z. Wu; L. M. Zhang; X. Li
    Publisher: American Society of Civil Engineers
    Abstract: Assuming that the water content and hydraulic conductivity of unsaturated soil are exponential functions of the pressure head, Green’s function is used to obtain analytical solutions to one-dimensional coupled rainfall ...
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    Determination of Dynamic Crack Initiation and Propagation Toughness of a Rock Using a Hybrid Experimental-Numerical Approach 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 012
    Author(s): Q. Z. Wang; J. R. Yang; C. G. Zhang; Y. Zhou; L. Li; L. Z. Wu; R. Q. Huang
    Publisher: American Society of Civil Engineers
    Abstract: In order to determine the mode-I (opening mode) dynamic fracture toughness of a rock, cracked-straight-through Brazilian disc (CSTBD) specimens with strain gauges glued on the specimen’s surface were diametrically impacted ...
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