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- W1992361289 abstract "The authors have proposed the idea that landslide movement is caused by both the reduction of shear rigidity at sliding surface and the body force of the sliding block. Based on this idea, the authors have developed a new back analysis method to represent slope movement with/without external force. This method is applicable to not only natural landslide but also landslide caused by tunnel excavation or cut slope. In this method sliding surface has been assumed to be anisotoropic continuous material which has the smallest shear rigidity parallel to the boundary of slide surface. The mechanical constants on the sliding surface can be calculated from fitting between the measured and calculated displacement. This method can be easily applicable to practical engineering." @default.
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- W1992361289 date "1997-04-01" @default.
- W1992361289 modified "2023-09-25" @default.
- W1992361289 title "New back analysis method of slope stability by using field measurements" @default.
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- W1992361289 doi "https://doi.org/10.1016/s1365-1609(97)00170-6" @default.
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