摘要
选取具有代表性的滑坡体横剖面,建立有限元数学模型,编制反演计算程序,采用滑坡体近期地质勘探资料及土工试验成果,利用计算机搜索演算出下游坝坡滑坡时的最小安全系数;再令其安全系数等于1,反演推算出该滑坡体处于安全状态下所需的力学强度指标。
The finite element model is established on the basis of the representative crosssection of the sliding slope,so the reanalysis program is compiled. With the help of the recent geologic prospecting data and soil test results,the computer search as for the sliding surface of the downstream sliding slope responding to the minimum safety factor. Then, the safety factor of this surface is supposed equal to 1.0. The mechanical factors ensuring the slope in steady state could be calculated through the method of reanalysis.
出处
《水电能源科学》
2003年第2期19-21,40,共4页
Water Resources and Power
关键词
滑坡
反演
有限元
滑动稳定
slope sliding
re-analysis
finite element
sliding stability