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    Analytical Solution of SH-Wave Scattering by Arbitrary Shape Tunnels in Nonlocal Fractional-Order Viscoelastic Half-Space 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004:;page 04026030-1
    Author(s): Liang, Yuwang; Cai, Yuanqiang; Yuan, Zonghao; Zhou, Fengxi
    Publisher: American Society of Civil Engineers
    Abstract: Abstract In this paper, an analytical solution for the scattering of plane SH waves by arbitrarily shaped tunnels in a nonlocal fractional-order viscoelastic half-space is presented by using complex variable theory. First, ...
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    Influence of Grain Gradation on Permanent Strain of Unbound Granular Materials under Low Confining Pressure and High-Cycle Loading 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 003
    Author(s): Cai Yuanqiang;Chen Jingyu;Cao Zhigang;Gu Chuan;Wang Jun
    Publisher: American Society of Civil Engineers
    Abstract: Unbound granular materials (UGMs) are widely used as road-base and subbase materials for bearing traffic loading. Significant road settlements can be caused by cyclic traffic loading after several years of operation. To ...
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    Stiffness Degradation and Plastic Strain Accumulation of Clay under Cyclic Load with Principal Stress Rotation and Deviatoric Stress Variation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 005
    Author(s): Cai Yuanqiang;Wu Tingyu;Guo Lin;Wang Jun
    Publisher: American Society of Civil Engineers
    Abstract: In certain field conditions, the soil element is subjected to cyclic stress paths with both principal stress rotation and deviatoric stress variation. To better understand the response of soft clay under this type of stress ...
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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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    Effects of Cyclic Intermediate Principal Stress on the Deformation of Saturated Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 008
    Author(s): Gu Chuan;Gu Zhiqiang;Cai Yuanqiang;Wang Jun;Dong Quanyang
    Publisher: American Society of Civil Engineers
    Abstract: One-way cyclic loading induced by traffic loads will give rise to the cyclic variation of normal stress components of all three directions, including one vertical and two horizontal ones. The cyclic horizontal normal stress ...
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    Effect of Initial State and Intermediate Principal Stress on Noncoaxiality of Soft Clay–Involved Cyclic Principal Stress Rotation 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 007
    Author(s): Wang Yuke;Gao Yufeng;Cai Yuanqiang;Guo Lin
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental study of the influences of initial major principal stress direction (ξ) and intermediate principal stress coefficient (b) on noncoaxial behavior of soft clay involved pure principal ...
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    Whole-Life Analysis Framework for Pile Performance in Soft Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 008:;page 04026052-1
    Author(s): Li, Zongyang; Zhou, Zefeng; Shi, Li; Huang, Zhen; Jin, Hongxu; Cai, Yuanqiang
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThroughout the service life of pile-supported infrastructures in soft soil, undrained cyclic loading induces excess pore pressure accumulation, causing soil strength degradation. Conversely, subsequent pore pressure ...
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    Long-Term Cyclic Deformation of Soft Clay: Invariance Behavior and Its Application to Laterally Loaded Monopile Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 011:;page 04025138-1
    Author(s): Jin, Hongxu; Huang, Zhen; Shi, Li; Guo, Lin; Cai, Yuanqiang
    Publisher: American Society of Civil Engineers
    Abstract: AbstractWhen subjected to low-amplitude cyclic loading, the cumulative strain (εp) in clay is generally observed to follow a power-law relationship with the number of cycles (N). Analysis of long-term cyclic deformation ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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