Risk Analysis of Embankment Stability during Reclamation Period

摘要：

The stability of road embankment is influenced by numerous uncertainty factors. Based on MC theory and finite element method, the paper proposed a new embankment stability risk analysis method. First, statistical characteristics and probability distribution of main factors are studied. Then, associated with the influencing factors feature and their relation, equations which can calculate stability risk rate and corrected safety factor are established. Finally, the feasibility of stability risk estimation method is verified by Foshan firstring road project during its reclamation period.

关键词： risk analysis embankment stability risk rate influence factor corrected safety factor

作者: HAN Shang-yu JIANG Min-min LI Hong

作者单位: College of Civil Engineering and Architecture Nanchang Hangkong University Nanchang, China School of Civil Engineering and Architecture Henan University of Technology Zhengzhou China College of Science and Technology Nanchang University Nanchang, China

会议类型: 国际会议

会议名称: 2012 International Conference on Electric Technology and Civil Engineering(2012 电子技术与土木工程国际会议 ICETCE 2012)

会议地点: 三峡

会议语种:英文

页码: 1808-1811

在线出版日期: 2012-05-18（万方平台首次上网日期，不代表论文的发表时间）