用试验验证抗滑稳定计算新方法

Verification of a New Calculation Method for Anti-Slip Stability by Experiments

通过对三峡大坝左岸厂房 3#坝段抗滑稳定试验成果的分析 ,并与用块体单元法计算的结果进行比较 ,可以认为弹塑性块体单元法是一种分析岩体稳定性的较好方法 .

The experimental result of anti slip stability of dam section 3 # on the left bank of the Three Gorges Dam is analyzed and compared with the calculated result by the plastoelastic block element method. The result shows that the plastoelastic block element method is an effective method for analysis of anti slip stability of rocks.