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    Tension and Shear Cracks Growth-Based Evolution Model for Creep Characteristics of Brittle Rocks 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 010
    Author(s): Jianping Zuo; Shihan Man
    Publisher: ASCE
    Abstract: In brittle rocks, the synergistic expansion of tension and shear cracks has a great influence on the fracture strength under long-term constant compressive loads. Hence, a creep mechanical model based on subcritical crack ...
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    Correction of Monthly SST Forecasts in CFSv2 Using the Local Dynamical Analog Method 

    Source: Weather and Forecasting:;2021:;volume( 036 ):;issue: 003:;page 843
    Author(s): Hou, Zhaolu;Li, Jianping;Zuo, Bin
    Publisher: American Meteorological Society
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    Experimental Investigation on the Deformation and Noncoaxial Characteristics of Fiber-Reinforced Aeolian Soil under Traffic Load 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 005:;page 04022054
    Author(s): Jiashun Liu; Kaixin Zhu; Yang Shen; Yu Ren; Jianping Zuo; Xuefeng Zhang
    Publisher: ASCE
    Abstract: The cumulative plastic deformation of a foundation associated with traffic loading causes subgrade instability, and eventually, failure of retaining structures. In the present study, hollow torsional shear tests were ...
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    Failure Mode Characteristic of Rocks Containing a Weak Interlayer with Different Thickness and Dip Angles Based on Discrete-Element Method 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 003:;page 04025014-1
    Author(s): Xu Wei; Wenqi Huang; Xiaopeng Su; Ao Mei; Hongyun Yang; Jianping Zuo
    Publisher: American Society of Civil Engineers
    Abstract: Both the integrity and the strength of a rock mass are influenced by weak interlayers. In order to study the failure modes of a rock mass with a weak interlayer under uniaxial compression load, based on the discrete-element ...
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