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    Reconciliation of the Effective Stress Equation between Macroscopic and Microscopic Static Equilibria 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 012:;page 04025158-1
    Author(s): Jiang, Jianhong; Shao, Longtan
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe effective stress equation is considered as the cornerstone of soil mechanics, yet it has been subject to diverse interpretations and debates since its inception. Efforts have been made to study the effective ...
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    Simulation of Natural Pisa Clay Using an Enhanced Anisotropic Elastoplastic Bounding Surface Model 

    Source: Journal of Applied Mechanics:;2013:;volume( 080 ):;issue: 002:;page 24503
    Author(s): Jiang, Jianhong; Ling, Hoe I.; Kaliakin, Victor N.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The experimental behavior of natural Pisa clay under complex stress paths is simulated by an enhanced anisotropic elastoplastic bounding surface model. In its present application, the model has nine parameters and focuses ...
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    Centrifuge Modeling of a Saturated Clay Ground under Cyclic Loading 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 006
    Author(s): Qian Jiangu;Wang Qiwei;Jiang Jianhong;Cai Yuanqiang;Huang Maosong
    Publisher: American Society of Civil Engineers
    Abstract: To study the effects of traffic loading, three centrifuge tests were carried out on the response of a saturated clay ground under sinusoidally cyclic vertical loading. The clay ground was overconsolidated at its top to ...
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