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护坡的设计首先应满足岸坡稳定的要求
护坡的设计首先应满足岸坡稳定的要求。岸坡的不稳定性因素主要有:① 由于岸坡面逐步冲刷引起的不稳定;② 由于表层土滑动破坏引起的不稳定;③ 由于深层土滑动引起的不稳定。
The design of slope protection should first meet the requirements of bank slope stability. The main factors of bank slope instability are: (1) instability caused by gradual erosion of bank slope; (2) instability caused by sliding failure of surface soil; (3) instability caused by sliding of deep soil.
因此,应对影响岸坡稳定的水力参数和土工技术参数进行研究,从而实现对护坡的水力稳定性设计。
Therefore, the hydraulic parameters and geotechnical parameters affecting slope stability should be studied, so as to realize the hydraulic stability design of slope protection.

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