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    Discussion: “Singular Plastic Fields in Steady Penetration of a Rigid Cone” (Durban, D., and Flek, N. A., 1992, ASME J. Appl Mech., 59, pp. 706–710) 

    Source: Journal of Applied Mechanics:;1993:;volume( 060 ):;issue: 004:;page 1061
    Author(s): H. S. Yu
    Publisher: The American Society of Mechanical Engineers (ASME)
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    State Parameter from Self‐Boring Pressuremeter Tests in Sand 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 012
    Author(s): H. S. Yu
    Publisher: American Society of Civil Engineers
    Abstract: The present paper provides an analysis of self‐boring pressuremeter tests in sand in terms of the state parameter. The method developed herein can be used to determine the in‐situ sand state from the results of the self‐boring ...
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    Closure to “State Parameter from Self‐Boring Pressuremeter Tests in Sand” by H. S. Yu 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): H. S. Yu
    Publisher: American Society of Civil Engineers
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    Free Molecule Flow Through a Vacuum Seal 

    Source: Journal of Fluids Engineering:;1970:;volume( 092 ):;issue: 003:;page 405
    Author(s): H. S. Yu; E. M. Sparrow
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An analysis is made of the rate of the mass flow through a vacuum seal separating two rarefied gas environments. The determination of the mass throughflow characteristics involves the formulation ...
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    Torsion of Composite Elastic Bars of Arbitrary Cross Section 

    Source: Journal of Manufacturing Science and Engineering:;1968:;volume( 090 ):;issue: 003:;page 435
    Author(s): E. M. Sparrow; H. S. Yu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A method of analysis is presented for determining closed-form solutions for torsion of inhomogeneous prismatic bars of arbitrary cross section, the inhomogeneity stemming from the layering of ...
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    Flow Development in a Channel Having a Longitudinally Moving Wall 

    Source: Journal of Applied Mechanics:;1970:;volume( 037 ):;issue: 002:;page 498
    Author(s): H. S. Yu; E. M. Sparrow
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The problem of laminar flow development in a parallel-plate channel having one moving wall is investigated both analytically and experimentally. In the first phase, an analytical solution for ...
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    Pressure Distributions in Porous Ducts of Arbitrary Cross Section 

    Source: Journal of Fluids Engineering:;1973:;volume( 095 ):;issue: 003:;page 342
    Author(s): J. C. P. Huang; H. S. Yu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A general analytical method has been developed to approximate the pressure distribution along a porous duct of an arbitrary cross section with uniform fluid extraction or addition through the ...
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    Analysis of Cone Resistance: Review of Methods 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author(s): H. S. Yu; J. K. Mitchell
    Publisher: American Society of Civil Engineers
    Abstract: Cone tip resistance is the most widely measured quantity in the cone penetration test. A brief review is made of presently available theories for the analysis of cone resistance. The theories are presented in forms that ...
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    Limit Analysis of Soil Slopes Subjected to Pore-Water Pressures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): J. Kim; R. Salgado; H. S. Yu
    Publisher: American Society of Civil Engineers
    Abstract: The limit-equilibrium method is commonly used for slope stability analysis. However, it is well known that the solution obtained from the limit-equilibrium method is not rigorous, because neither static nor kinematic ...
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    Rigorous Similarity Solutions for Cavity Expansion in Cohesive‐Frictional Soils 

    Source: International Journal of Geomechanics:;2002:;Volume ( 002 ):;issue: 002
    Author(s): H. S. Yu; J. P. Carter
    Publisher: American Society of Civil Engineers
    Abstract: The problem of cavity expansion from zero radius has no characteristic length and therefore possesses a similarity solution, in which the cavity pressure remains constant and the continuing deformation is geometrically ...
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