Based on the monitoring data of landslide deep deformation obtained with inclinometer, the original deformation mechanism for sliding zone of talus slide is studied.
根据钻孔倾斜仪深部变形监测资料，研究了清江水布垭工程堆积体滑坡滑带的变形机制。
2
The two primary influences on the computation accuracy of landslide thrust are the selections for strength parameters of sliding-zone soils and calculation methods for landslide thrust.
影响滑坡推力计算准确度的两大主要因素是滑坡体尤其是滑带土强度指标的取值和所采用的推力计算方法。
3
The shear strength of slide zone soil is an indispensable parameter for stability analysis and countermeasures of landslide.