The estimate of slope dynamical stability based on earthquake response analysis

摘要：

The magnify coefficient of earthquake acceleration peak value is obtainable, using numeric calculate method to analyze the earthquake response and compare inner points and ground reference ones in earthquake to a certain slope model. The most dangerous stress state of the slope is abtained, using numeric calculate to multiply the acceleration magnify coefficient by ground designed acceleration as the level acceleration of a point. In order to estimate the earthquake dynamic stability of a slope, the potential sliding faces were enacted and their safety factors were analyzed.

作者: YangTao LiuYongjiang WangKun

作者单位: The School of Civil Engineering of Southwest Jiaotong University The Chongqing Academy of Communications Scientific Research and Design

会议类型: 国际会议

会议名称: International Symposium and The 7th Asian Regional Conference of IAEG(国际工程地质与环境协会年会暨第七届亚洲工程地质会议)

会议地点: 成都

会议语种:英文

页码: 930-935

在线出版日期: 2009-09-09（万方平台首次上网日期，不代表论文的发表时间）