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中文摘要：
以观音岩水电站为背景，根据滑坡体稳定现状，假定滑坡体处于临界状态，运用地质图、初始参数，结合相关工程经验C、Ф的合理取值范围，对该滑坡体进行反演分析，求出滑带的力学参数。
英文摘要：
Taking Guanyinyan hydropower station as a background, according to the stability status of the sliding mass, it assumed that the sliding mass was in a critical state, the inverse analysis was carried out on the sliding mass by the geological map and initial parameters which were provided by the geological departments and by reasonable value range of C,Ф values of related project experience, so that the mechanical parameters of the sliding zone were acquired.
同期刊论文项目
同项目期刊论文
Three-dimensional stability analysis of dam abutment high slope dynamic behaviors considering rock m
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