The stability of reservoir bank is one of the major problems of engineering geologythat should be highly regarded.
水库库岸稳定是在建坝过程中应引起高度重视的重大工程地质问题之一。
Therefore, the authors evaluated the bank sediments stability and degree of hazards in the reservoir area, and some suggestions were put forward on the future development of the area.
对三峡水库库岸带各种堆积物的不稳定性及其危害方式和程度进行了评价，并对这些地段的开发利用提出了建议。
The deterioration of rock mass strength and the hydraulic effect caused by water-rock interaction have been well known as the two factors that could weaken the stability of reservoir bank.
水-岩作用造成的岩土体强度劣化及水力学效应一直被认为是水库岸坡稳定性降低的两个因素。
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