Impact Analysis on Design Parameters about Service Behavior ofCantilever Antislide Piles
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    Abstract:

    Directing toward the flow design of cantilever antislide piles, the thesis which is based on foundation coefficient method and finite element method mainly analyzes service behavior influences by changing several design parameters, such as crosssection

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刘春茂,董捷,边成鑫.悬臂式抗滑桩设计参数对其工作性能的影响分析[J].土木与环境工程学报(中英文),2008,30(2):66~70

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