摘要
通过野外地质调查确定研究区的区域地震活动、工程地质条件和受力边界条件 ,采集样品进行测试获取岩体的基本物理力学指标 ,在此基础上进行不同条件下 (天然、饱水、饱水 +震动力 )的边坡三维模拟定量分析 ,评价边坡的稳定性 ,提出工程建议。
Based on the investigation of regional seismic activity, engineering-geological conditions, and rock mass loading boundaries, and on the measuring physical and mechanical parameters of the collected samples in laboratory, this paper a three-dimensional (3-D) numerical modelingmethod is used in quantitative analysis of slopes at different conditions (natural, saturated and saturated and shaking states) and to evaluate the stability of the slopes. Then some suggestions are made to engineering construction.
出处
《工程地质学报》
CSCD
2003年第2期202-207,共6页
Journal of Engineering Geology
