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    Reduction of Earth Pressures on Rigid Retaining Walls with Narrow Backfill Width Using Compressible Geofoam Inclusions 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 012:;page 04023227-1
    Author(s): Mingxing Xie; Junyuan Guo; Jun Zhang; Xiaoqiang Dong; Andi Shao
    Publisher: ASCE
    Abstract: Installing geofoam inclusions between the rigid retaining wall and backfill can reduce the earth pressure against the retaining wall. However, there is currently a lack of research on the earth-pressure reduction effect ...
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    Performance of a Combined Retaining Wall Structure Supporting a High Embankment on a Steep Slope: Case Study 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 006
    Author(s): Mingxing Xie; Junjie Zheng; Rongjun Zhang; Lan Cui; Chenxi Miao
    Publisher: ASCE
    Abstract: A combined retaining structure (CRS) that consists of numerous piles, a concrete platform, and a gravity retaining wall was built to support a high embankment constructed on a steep slope. In this study, the behavior of ...
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    Active Earth Pressure on Rigid Retaining Walls Built Near Rock Faces 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 006
    Author(s): Mingxing Xie; Junjie Zheng; Rongjun Zhang; Lan Cui; Chenxi Miao
    Publisher: ASCE
    Abstract: Rock faces prevent adequate calculation of the active earth pressure of retaining wall near rock faces via the Coulomb and Rankine theories. The research is based on differential slice method and soil arching; it proposes ...
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    DSpace software copyright © 2002-2015  DuraSpace
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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
    yabeshDSpacePersian