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- W2389548247 abstract "Under construction,the soft clay slope with high sensitivity and low shear strength is easy to slide for low stability.The in-situ vane shear test is frequently performed to determine shear strength of slope stability analysis.For practical engineering,the real shear strength of the sliding surface would be underestimated as the in-situ vane shear strength.It is the minimum value of the shear strength.Therefore,based on Mohr-Coulomb theory,a method of converting in-situ vane shear strength into undrained shear strength parameter was presented.The shear strength parameters were subjected to statistical regression analysis,in which the anisotropy,the lateral compression coefficient and the average consolidation degree in the soft clay were taken into consideration.The shear strength parameters from regression analysis were applied to the real shear strength of soil and it showed that the safety factor in soft clay with the plasticity index of 20,could be raised to 1.0～1.1,which reflected accuratedly the real shear strength of soil A new route is presented for improving the safety factor to 1.0." @default.
- W2389548247 created "2016-06-24" @default.
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- W2389548247 date "2009-01-01" @default.
- W2389548247 modified "2023-09-25" @default.
- W2389548247 title "Determination method of shear strength parameters for soft clay slope stability under construction" @default.
- W2389548247 hasPublicationYear "2009" @default.
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