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    Formula of Passive Earth Pressure and Prediction of Tunneling-Induced Settlement in Anisotropic Ground Based on a Simple Method 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010:;page 04022169
    Author(s): Yu Tian; Dechun Lu; Yangping Yao; Xiuli Du; Yunhao Gao
    Publisher: ASCE
    Abstract: The existence of soil anisotropy makes the strength and deformation of the ground dependent on the loading direction, which should be considered in some geotechnical engineering designs. This paper introduces the anisotropic ...
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    Modified UH Model: Constitutive Modeling of Overconsolidated Clays Based on a Parabolic Hvorslev Envelope 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 007
    Author(s): Yangping Yao; Zhiwei Gao; Jidong Zhao; Zheng Wan
    Publisher: American Society of Civil Engineers
    Abstract: Most clays, either naturally deposited or man-made, possess a certain degree of overconsolidation owing to tamping, cyclic loading, erosion, excavation, and/or changes in groundwater tables. An easy-to-use constitutive ...
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    Basic Physical Properties and Mechanical Behavior of Compacted Weathered Granite Soils 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 010
    Author(s): Xirong Niu; Haiyan Xie; Yanfang Sun; Yangping Yao
    Publisher: American Society of Civil Engineers
    Abstract: Weathered granite soils are abundant in China and used extensively as backfill materials. However, there is less systematic research on weathered granite compared with sedimentary types of soils, such as sand and clay. In ...
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    Transverse Isotropic Criterion Based on Generalized Nonlinear Strength 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 008:;page 04021149-1
    Author(s): Zheng Wan; Yangping Yao; Liyu Xie; Chenchen Song
    Publisher: ASCE
    Abstract: The geotechnical materials formed by natural deposition usually have transverse isotropic properties, and the transverse isotropic properties not only have a direct influence on the deformation of geotechnical materials ...
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