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库岸危害以分布于库岸的滑坡体、堆积体的整体失稳破坏最为严重,因而对库岸滑坡体、堆积体作出稳定性科学评价就显得尤为重要。采用极限平衡法对库枝堆积体边坡进行稳定性计算分析。
The landslide body in the reservoir bank is harmful to the landslide body distributed on the bank bank. The overall instability and damage of the deposit body are the most serious. Therefore, it is very important to make a scientific assessment of the stability of the landslide body and the deposit body. The limit equilibrium method was used to calculate the stability of the bank slope.