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    Effects of Creep on Grout Efficiency in Clay 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 003:;page 04025007-1
    Author(s): Yu Diao; Jincheng Zhong; Gang Zheng; Zhenyang Jia
    Publisher: American Society of Civil Engineers
    Abstract: Existing structures can deform and damage due to newly constructed underground structures, which induces surrounding soil deformation due to ground loss and stress relief. Compensation grouting is an active control method ...
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    Mechanism of Compaction Grouting in Sand and Efficiency Prediction Equation Based on a DL-Extended Database 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 004:;page 04025035-1
    Author(s): Yu Diao; Pengyu Zhu; Zhenyang Jia; Gang Zheng; Yong Tao
    Publisher: American Society of Civil Engineers
    Abstract: Previous studies on compaction grouting focused more on clay but paid less attention to sand. In this paper, using the Nor-sand model, an finite difference method (FDM) simulation was carried out to study the grout efficiency ...
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    A New Overflow Number for Analyzing and Designing Dual Rigid Barriers with Basal Clearance 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 006:;page 04024036-1
    Author(s): Haiming Liu; Clarence E. Choi; Sunil Poudyal; Zhenyang Jia; Charles W. W. Ng
    Publisher: ASCE
    Abstract: Multiple barriers with basal clearance are usually adopted in engineering practice to mitigate large volumes of debris flows. This approach allows for sufficient discharge and minimizes the need for cleaning and maintenance ...
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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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