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    Impact of Multivariate Cross-Correlation between Soil Parameters on Maximum Longitudinal Deformation of an Operating Tunnel Induced by Ground Surface Surcharge 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2023:;Volume ( 009 ):;issue: 004:;page 04023031-1
    Author(s): Ning Tian; Jian Chen; Ningxi Zhou; Juehao Huang
    Publisher: ASCE
    Abstract: Existing tunnels are inevitably disturbed by adjacent engineering projects, with ground surface surcharge accounting for the largest proportion. Meanwhile, the influence of spatial variability of soil parameters on tunnel ...
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    Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 011:;page 04022197
    Author(s): Juehao Huang; Jian Chen; Song Yu; Xiaodong Fu; Guochao Zhang; Ning Tian
    Publisher: ASCE
    Abstract: Cyclic triaxial tests are commonly used to evaluate the mechanical characteristics of subgrade soil under cyclic loads. Most cyclic triaxial tests were conducted on normally consolidated clays, however, some of the subgrade ...
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    Novel Evaluation Method of 3D Joint Roughness Based on Random Field Theory 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 011:;page 04024242-1
    Author(s): Jingyu Kang; Xiaodong Fu; Ning Tian; Qian Sheng; Jian Chen; Nafees Ali
    Publisher: American Society of Civil Engineers
    Abstract: The roughness of a joint has a significant influence on the physical and mechanical properties of rock mass, and it is a hot and challenging research topic to determine the joint roughness quickly and accurately. In this ...
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    Impacts of Excess Pore-Water Pressure on Dynamic Properties of Saturated Clay 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 009:;page 06022021
    Author(s): Juehao Huang; Jian Chen; WeiJun You; Xiaodong Fu; Jiangxiong Zhang; Ning Tian
    Publisher: ASCE
    Abstract: For equivalent linear and nonlinear site response analysis, both shear modulus and damping ratio are critical input factors. The elastic modulus and damping ratio of saturated soft clay are usually determined using cyclic ...
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