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Volume 30 Issue 3
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FANG Yushu. The lowest solution of slice method for slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(3): 331-335.
Citation: FANG Yushu. The lowest solution of slice method for slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(3): 331-335.
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The lowest solution of slice method for slope stability analysis

  • Logistical Engineering University Chongqing 400041 China

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  • Published Date: March 14, 2008
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    • Abstract
  • It has not yet been answered whether the solution of Swedish Method is the the lowest solution or under what condition it is the the lowest solution when the safety factor of the slope with the same circular slip surface is calculated.Some laws of the the lowest solution in the slice method was concluded on the basis of analysis of the relationship of the safety factors among Swedish Method,Simplified Bishop Method,Spencer Method,Simplified Janbu Method,Method of U.S.Army Corps of Engineers and Transmitting Coefficient Method.
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