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    Unsafe Error in Conventional Shape Factor for Shallow Circular Foundations in Normally Consolidated Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author(s): Boonchai Ukritchon; Suraparb Keawsawasvong
    Publisher: American Society of Civil Engineers
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    Discussion of “Using a Pressurized Shield to Increase Face Stability of Circular Tunnels in Purely Cohesive Soil” by Wantao Ding, Shucai Li, Keqi Liu, Jian Zhu, Mingjiang Li, and Peihe Shi 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 003:;page 07019008-1
    Author(s): Boonchai Ukritchon; Suraparb Keawsawasvong
    Publisher: ASCE
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    Error in Ito and Matsui’s Limit-Equilibrium Solution of Lateral Force on a Row of Stabilizing Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Boonchai Ukritchon; Suraparb Keawsawasvong
    Publisher: American Society of Civil Engineers
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    Closure to “Calculations of Bearing Capacity Factor Nγ Using Numerical Limit Analyses” by Boonchai Ukritchon, Andrew J. Whittle, and C. Klangvijit 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 010
    Author(s): Boonchai Ukritchon; Andrew J. Whittle; C. Klangvigit
    Publisher: American Society of Civil Engineers
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    Calculations of Bearing Capacity Factor Nγ Using Numerical Limit Analyses 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 005
    Author(s): Boonchai Ukritchon; Andrew J. Whittle; C. Klangvijit
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents numerical upper- and lower-bound solutions for the well-known bearing capacity factor
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    Undrained Limit Analyses for Combined Loading of Strip Footings on Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 003
    Author(s): Boonchai Ukritchon; Andrew J. Whittle; Scott W. Sloan
    Publisher: American Society of Civil Engineers
    Abstract: This paper applies numerical limit analyses to evaluate the undrained stability of surface footings on nonhomogeneous and layered clay deposits under the combined effects of vertical, horizontal, and moment (
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    Closure to “Undrained Limit Analyses for Combined Loading of Strip Footings on Clay” by Boonchai Ukritchon, Andrew J. Whittle, and Scott W. Sloan 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author(s): Boonchai Ukritchon; Andrew J. Whittle; Scott W. Sloan
    Publisher: American Society of Civil Engineers
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    Undrained Stability of Braced Excavations in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
    Author(s): Boonchai Ukritchon; Andrew J. Whittle; Scott W. Sloan
    Publisher: American Society of Civil Engineers
    Abstract: Short-term undrained stability often controls the design of braced excavations in soft clays. This paper summarizes the formulation of numerical limit analyses that compute rigorous upper and lower bounds on the exact ...
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    Undrained Limit Analyses for Combined Loading of Strip Footings on Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author(s): Jean Salençon; Alain Pecker; Boonchai Ukritchon; Andrew J. Whittle; Scott W. Sloan
    Publisher: American Society of Civil Engineers
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    Base Stability of Deep Excavation in Anisotropic Soft Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 008
    Author(s): Andrew J. Whittle; Boonchai Ukritchon; S. F. Su; H. J. Liao; Y. H. Lin
    Publisher: American Society of Civil Engineers
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