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    Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 011:;page 04022204
    Author(s): Kang Yan; Tao Zhao; Yong Liu
    Publisher: ASCE
    Abstract: Dikes made up of erodible geotechnical materials are easily broken by overtopping flow, which poses a serious threat to human lives and properties in protected areas. In this study, the plane breach of cohesionless dikes ...
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    Experimental Investigations on the Spillway Section Shape of the Breaching Process of Landslide Dams 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 005:;page 04022045
    Author(s): Kang Yan; Tao Zhao; Yong Liu
    Publisher: ASCE
    Abstract: Excavation of spillways at dam crest is one of the most commonly utilized and effective engineering practices to mitigate the risk of landslide dams. The influence of spillway section shape on the breaching process of ...
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    Soil–Geogrid Interaction at Various Influencing Factors by Pullout Tests with Applications of FBG Sensors 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 001
    Author(s): Han-Lin Wang; Ren-Peng Chen; Qi-Wei Liu; Xin Kang; Yan-Wei Wang
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of soil–geogrid interaction is a dominant factor in the long-term performance of geogrid-reinforced earth structures. This study investigates the interaction of sandy soil and the embedded geogrid by pullout ...
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