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    Three-Dimensional Nonlinear Numerical Analysis of Consolidation of Soft Ground Improved by Sand Columns under a Freeway Embankment in Shallow Sea: Case Study 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 008
    Author(s): Zi-Hang Dai; Bao-Lin Chen; Zhi-Zhong Qin
    Publisher: American Society of Civil Engineers
    Abstract: The freeway embankment linking Meizhou Island with Putian City in Fujian, China, passes through a shallow-sea area. Sand columns distributed in regular triangles and sand cushions reinforced with geogrids were employed to ...
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    A Refined Vlasov Foundation Model and Finite-Difference Method for Computing Slope Anchor Frame Resting on Nonsingle Bearing Strata 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 010:;page 04024234-1
    Author(s): Jia-Hao Yang; Zi-Hang Dai; Xue-Feng Tang
    Publisher: American Society of Civil Engineers
    Abstract: The Vlasov foundation model and its variations belong to two-parameter elastic foundation beam models that can rationally reflect the displacement decrease law with increasing depth within the compressible elasticity layer. ...
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    Moso Bamboo Soil-Nailed Wall and Its 3D Nonlinear Numerical Analysis 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 005
    Author(s): Zi-Hang Dai; Wei-Dong Guo; Gui-Xin Zheng; Yu Ou; Yan-Jia Chen
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new earth-retaining structure, the moso bamboo soil-nailed wall. Moso bamboo (including branches) is employed as soil nails and piles, and used to weave bamboo strip grids (replacing rebar grids) for ...
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