对各个库岸分段选取典型剖面，采用广义楔形体法对剖面的稳定性进行计算及评价。
Choosing representative cross sections in each bank slope, the paper USES generalized wedge method to analyze and appraise the stability of them.
对各个库岸分段选取典型剖面，采用广义楔形体法对剖面的稳定性进行计算及评价。
Choosing representative cross sections in each bank slope, the paper USES generalized wedge method to analyze and appraise the stability of them.
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