摘要
在已有成果的基础上 ,对综合指标法中影响因子的选取和单因子赋值问题进行了进一步的研究 ,制定了 4个可行的综合指标法计算方案 ;通过对综合指标值的计算分析以及将计算结果与我国历史地震中天然边坡的震害表现进行对比 ,提出了两个改进的预测岩土边坡地震崩滑的综合指标法计算式。
Based on existed research experiences, problems of selection of influence factors and value assignment for single factor in comprehensive index method are further studied and four feasible calculating schemes are drawn up in this paper. By the aid of calculating and analyzing comprehensive index values and making comparison between calculated results and practical performance of natural slopes during historical earthquakes in China, two improved calculating formulas of comprehensive index method for predicting earthquake induced landslides are proposed.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2001年第3期311-314,共4页
Chinese Journal of Geotechnical Engineering
基金
建设部 1 998年抗震科学技术研究项目
冶金工业部科学基金资助项目! (980 1 4 )
关键词
边坡
地震崩滑
综合指标法
岩土
预测
prediction
slope
earthquake induced landslide
comprehensive index method