对典型剖面段的莫霍面震相进行瞬时信息的提取。
We pick up the instantaneous information of Moho phase in typical segment of the profile.
对典型剖面运用二维有限元法模拟其变形，分析其变形破坏特征。
With 2 -Dimensional Finite Element Method analysis, simulate the type section's strain stress characters.
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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