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    Active Earth Pressure Calculation of Equilateral Convex Corners in Excavation Engineering 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 008:;page 04024152-1
    Author(s): Shuaihua Ye; Hao Zeng; Wuyu Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The presence of convex corners will affect the earth pressure calculation, but there is a paucity of studies on calculating the ground pressure of convex corners in excavation engineering. To address this issue, equilateral ...
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    Thermal Conductivity of Stabilized Loess with Different Types of Lignin 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 010:;page 04024316-1
    Author(s): Wuyu Zhang; Chaofan Dong; Cheng Lin
    Publisher: American Society of Civil Engineers
    Abstract: Lignin, an abundant biopolymer derived from plants, is a green binder for stabilizing soil. This study investigates the thermal conductivity of lignin [e.g., sodium ignosulfonate (SL), calcium lignosulfonate (CL), and ...
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    Effects of Cyclic Freeze and Thaw on Engineering Properties of Compacted Loess and Lime-Stabilized Loess 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 009
    Author(s): Wuyu Zhang; Anbang Guo; Cheng Lin
    Publisher: American Society of Civil Engineers
    Abstract: Loess is a problematic soil, which is often characterized with loose structure and high potential for collapse by water or external loads. In cold regions, the challenge of loess is further compounded by the seasonally ...
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    Experimental Study and a 3D Compression Model on the Compressibility of Saline Clayey Sand 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 002:;page 04024349-1
    Author(s): Shengjun Qi; Qingshuo Hao; Peng Yu; Yuzhen Yu; Wuyu Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The compressibility of saline soil is crucial to infrastructure construction in saline areas. In the present study, oedometer tests were conducted on samples of artificial saline clayey sand with varying salt content to ...
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    Theoretical Analysis on Reduction of Load-Induced Excess Pore-Water Pressures in Roads with Geogrids 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010:;page 04022163
    Author(s): Xiaohui Sun; Zhouquan Chen; Jie Han; Jianbo Fei; Chengyu Hong; Wuyu Zhang; Yongshen Peng
    Publisher: ASCE
    Abstract: Geogrids used in roads can not only stabilize granular bases on weak subgrade but also have the potential to reduce excess pore-water pressures and deformations in road layers under traffic loading. In this paper, the ...
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