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    Discussion of “<i>Minimum Undrained Strength of Two Sands</i>” by J.‐M. Konrad (June, 1990, Vol. 116, No. 6) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): Jian Chu
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Anisotropic Hardening Plasticity Model for Sands</i>” by Robert Y. Liang and Hann Ling Shaw (June, 1991, Vol. 117, No. 6) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): Jian Chu
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Minimum Undrained Strength versus Steady‐State Strength of Sands</i>” by J.‐M. Konrad (June, 1990, Vol. 116, No. 6) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Jian Chu
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Static Instability and Liquefaction of Loose Fine Sandy Slopes</i>” by Poul V. Lade (January, 1992, Vol. 118, No. 1) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): Jian Chu
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Hypoplastic Model for Sands</i>” by J. P. Bardet (September, 1990, Vol. 116, No. 9) 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Jian Chu
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Revised Cam‐Clay Model</i>” by B. R. Srinivasa Murthy, A. Vatsala, and T. S. Nagaraj (June, 1991, Vol. 117, No. 6) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 008
    Author(s): Jian Chu
    Publisher: American Society of Civil Engineers
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    Biogrouting Method for Stronger Bond Strength for Aggregates 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 011
    Author(s): Chuangzhou Wu; Jian Chu
    Publisher: ASCE
    Abstract: Microbial-induced carbonate precipitation (MICP) methods have been developed in recent years for soil improvement to simultaneously increase the shear strength and reduce the permeability of soil or aggregate. However, ...
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    Stress-Dilatancy Behavior of MICP-Treated Sand 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 003:;page 04020264
    Author(s): Shifan Wu; Bing Li; Jian Chu
    Publisher: ASCE
    Abstract: Biocementation of soil using microbial-induced carbonate precipitation has become a new approach for soil treatment. The biocemented sand behaves differently from uncemented sand. One of the major differences is the ...
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    Biocementation for Sand Using an Eggshell as Calcium Source 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Sun-Gyu Choi; Shifan Wu; Jian Chu
    Publisher: American Society of Civil Engineers
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    2D and 3D Numerical Modeling of Combined Surcharge and Vacuum Preloading with Vertical Drains 

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 002
    Author(s): Cholachat Rujikiatkamjorn; Buddhima Indraratna; Jian Chu
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a three-dimensional (3D) and two-dimensional (2D) numerical analysis of a case study of a combined vacuum and surcharge preloading project for a storage yard at Tianjin Port, China. At this site, a ...
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