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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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    Experimental and SPH Modeling of Debris-Flow Impact on Dual Rigid Barriers with Deflector 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 005:;page 04024023-1
    Author(s): Charles W. W. Ng; Zhi Li; Sunil Poudyal; W. A. R. K. De Silva; Aastha Bhatta; Haiming Liu
    Publisher: ASCE
    Abstract: Multiple barrier system has become a widely adopted method to mitigate debris flows, which consists of smaller barriers that progressively retain the debris to reduce the acceleration and carbon footprint. Different from ...
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    Effects of Barrier Deflectors on Impact Mechanisms against Debris Flow 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 008:;page 04025074-1
    Author(s): Charles W. W. Ng; Zhi Li; Haiming Liu; Sunil Poudyal; Zhenyang Jia; Rui Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The implementation of a multiple barrier system has been recognized as an efficient approach for mitigating debris flows. To effectively reduce the impact forces on multiple barriers from overflow, a deflector can be ...
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    Impact Dynamics of Boulder-Enriched Debris Flow on a Rigid Barrier 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04021004-1
    Author(s): Charles W. W. Ng; Haiming Liu; Clarence E. Choi; Julian S. H. Kwan; W. K. Pun
    Publisher: ASCE
    Abstract: Boulders entrained in debris flow induce high impact forces on a rigid barrier. In current design practice, the concentrated load from boulders is estimated using the Hertz equation with a load reduction factor (Kc). ...
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    DSpace software copyright © 2002-2015  DuraSpace
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