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    Mitigation of Ground Vibration Generated by High-Speed Trains on Saturated Poroelastic Ground with Under-Sleeper Pads 

    Source: Journal of Transportation Engineering, Part A: Systems:;2014:;Volume ( 140 ):;issue: 001
    Author(s): Zhigang Cao; Yuanqiang Cai; Jie Han
    Publisher: American Society of Civil Engineers
    Abstract: Train-induced track and ground vibrations accelerate the deterioration of track, cause nuisance to nearby residents, and even damage adjacent structures. Past research has shown that under-sleeper pads (USPs) are effective ...
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    Closure to “Mitigation of Ground Vibration Generated by High-Speed Trains on Saturated Poroelastic Ground with Under-Sleeper Pads” by Zhigang Cao, Yuanqiang Cai, and Jie Han 

    Source: Journal of Transportation Engineering, Part A: Systems:;2015:;Volume ( 141 ):;issue: 001
    Author(s): Zhigang Cao; Yuanqiang Cai; Jie Han
    Publisher: American Society of Civil Engineers
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    Predicting Postconstruction Settlements Generated by Moving Traffic on Highways Built on Soft Soil in China Using Mechanistic-Empirical Design Method 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2019:;Volume (0145):;issue:002
    Author(s): Yao Chen;Yuanqiang Cai;Zhigang Cao
    Publisher: American Society of Civil Engineers
    Abstract: Excessive postconstruction settlement of a highway seriously affects its service performance, a problem that deserves attention urgently. This paper describes an exploratory study on predicting postconstruction settlements ...
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    Predicting Postconstruction Settlements Generated by Moving Traffic on Highways Built on Soft Soil in China Using Mechanistic-Empirical Design Method 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2019:;Volume ( 145 ):;issue: 002
    Author(s): Yao Chen; Yuanqiang Cai; Zhigang Cao
    Publisher: American Society of Civil Engineers
    Abstract: Excessive postconstruction settlement of a highway seriously affects its service performance, a problem that deserves attention urgently. This paper describes an exploratory study on predicting postconstruction settlements ...
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    Investigation of Suffusion in Soil with Arching Based on CFD–DEM Simulation 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 003:;page 04024014-1
    Author(s): Zhigang Cao; Zheng Xiao; Yuanqiang Cai; Jie Han
    Publisher: ASCE
    Abstract: The nonuniform stress distribution caused by soil arching can affect suffusion in soil under seepage. To investigate the development of suffusion in soil with arching and the evolution of soil arching during suffusion, ...
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    Experimental Investigation of the Evolution of Suffusion in Gap-Graded Arched Soils at Different Soil Arching Ratios 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 010:;page 04024100-1
    Author(s): Zheng Xiao; Zhigang Cao; Yuanqiang Cai; Jie Han
    Publisher: American Society of Civil Engineers
    Abstract: Soil arching is a common phenomenon existing in the earth structures such as pile-supported embankments and buried pipes. Suffusion would be triggered in these structures during flood events after rainstorms and pipe ...
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    Closed-Form Analytical Solution for Vibrations from a Tunnel Embedded in a Saturated Poroelastic Half-Space 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Zonghao Yuan; Anders Boström; Yuanqiang Cai; Zhigang Cao
    Publisher: American Society of Civil Engineers
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    Thermal Effects on Shear Characteristics of Unbound Granular Materials under Drained Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 004:;page 04023012-1
    Author(s): Zhigang Cao; Xingchi Ye; Chuan Gu; Yuanqiang Cai; Jun Wang
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the thermally induced changes in the shear characteristics of unbound granular materials (UGMs) were investigated. A series of drained shear tests were conducted using a large-scale triaxial apparatus under ...
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    Solution of the Ultimate Bearing Capacity at the Tip of a Pile in Anisotropic Discontinuous Rock Mass Based on the Hoek–Brown Criterion 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 002:;page 04020254
    Author(s): Zhigang Cao; Bin Xu; Yuanqiang Cai; Ruben Galindo-Aires; Cong Li
    Publisher: ASCE
    Abstract: An analytical method will be proposed to investigate the bearing mechanism of piles in an anisotropic discontinuous rock mass. Based on the characteristic line method, the discontinuous part of the rock is considered as ...
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    DSpace software copyright © 2002-2015  DuraSpace
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