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《JOURNAL OF GANSU SCIENCES》 2000-02
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PROBLEMS CONCERNED WITH THE CALCULATION OF THE STABILITY OF SOIL SLOPE

WU Wei\|jiang\+1, ZHAO Xiao\|ming\+2 (1.Geological Hazards Institute, Gansu Academy of Sciences, Lanzhou 730000, China; 2.Hydreolectricity Bureau of Wushan County 741300, China)  
Sweden slice method, as a limit equilibrium method,is still extensively applied in the stable calculation of soil slope , but the phenomena of obscurity about the concept of stability coefficient and the origin of calculation formula often lead to misunderstanding and this affect the accuracy of calculation result of soil slope stability and its engineering design of protection and control.A discussion is made here with examples and analyses.
【Fund】: 甘肃省科学院基金资助项目! ( 98JY-2 )
【CateGory Index】: P642
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