张永强, 赵均海, 范文, 杜东菊. 基于双剪强度理论的楔体极限分析及其工程应用[J]. 力学与实践, 1998, 20(3): 15-16. DOI: 10.6052/1000-0879-1999-266
引用本文: 张永强, 赵均海, 范文, 杜东菊. 基于双剪强度理论的楔体极限分析及其工程应用[J]. 力学与实践, 1998, 20(3): 15-16. DOI: 10.6052/1000-0879-1999-266
ULTIMATE ANALYSIS OF THE WEDGE BASED ONTHE TWIN SHEAR STRENGTH THEORY AND ITS APPLICATION IN ENGINEERING[J]. MECHANICS IN ENGINEERING, 1998, 20(3): 15-16. DOI: 10.6052/1000-0879-1999-266
Citation: ULTIMATE ANALYSIS OF THE WEDGE BASED ONTHE TWIN SHEAR STRENGTH THEORY AND ITS APPLICATION IN ENGINEERING[J]. MECHANICS IN ENGINEERING, 1998, 20(3): 15-16. DOI: 10.6052/1000-0879-1999-266

基于双剪强度理论的楔体极限分析及其工程应用

ULTIMATE ANALYSIS OF THE WEDGE BASED ONTHE TWIN SHEAR STRENGTH THEORY AND ITS APPLICATION IN ENGINEERING

  • 摘要: 本文采用俞茂钅宏双剪强度理论对拉压异性楔体进行了极限分析,得到了极限荷载的滑移线解及所得解在岩土工程中的应用

     

    Abstract: In this paper, the twin-shear stress strength theory is used to analyze the ultimate load of a strength-differential wedge and a solution which takes account of the strength-difference effect and the intermediate main stress effect is obtained. The solution is of importance for giving full play to materials' strength potential ability. Finally, its application ingeotechnical engineering is discussed.

     

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