Effect of Disturbance on the Cylindrical Cavity Expansion in Saturated Soft Clay
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TU398

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    Abstract:

    According to the fact that the undrained shear strength decreases in the field vane test,applying the cylindrical expansion theory and assuming that the saturated soft clay satisfies Tresca yield criterion,the disturbance degree function D is given on the basis of the sensibility of saturated soft clay.Considering that the undrained shear strength is the linear function of the disturbance degree D in plastic region,the elastic-plastic solution of the cylindrical expansion has been gained.

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徐书平 刘祖德 凡红.扰动对饱和软粘土园柱形孔扩张问题的影响[J].土木与环境工程学报(中英文),2006,28(4):63~67

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  • Received:December 25,2005
  • Revised:December 25,2005
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