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《Building Science Research of Sichuan》 2005-04
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Study on the limit analytic method determinate soil layer anchor supporting capacity

ZHUANG Xin-shan~(1,2),ZHU Rui-geng~1,ZHAO Xi~2(1.Wuhan University of Technology,Wuhan 430070,China;2.Hubei University of Technology,Wuhan 430068,China)  
Usually the soil layer has the shearing failure according to the soil layer anchor destruction form by the cement mortar around primarily,on the foundation of the different destruction mass in the soil by supposition of simple anchor,line of anchors destruction,based on geotechnical plastic limit equilibrium theory,has inferred the simple (line) anchor limit supporting capacity formula,this formula result conforms to the project reality,has the certain reference value to the engineering design checking calculation.
【Fund】: 湖北省自然科学基金项目(2002AB001);; 湖北省教育厅基金项目(2002A00015)
【CateGory Index】: TU432
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