It also USES the theory of slope stability of soil mechanics to simulate bank failure and deformation.
借助土力学中边坡稳定性理论,对河岸崩塌变形进行数值模拟。
As far as Nanning flood embankment slope was concerned, stability of 5 bank slope were evaluated and predicted., the result quietly accord with the actually's.
以南宁市防洪堤岸坡为实例,对5个岸坡的稳定性做评价预测,预测结果与实际相当符合。
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。
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