Analysis of the reliability of soil nailing supporting structure

doi:10.4028/www.scientific.net/AMM.353-356.540

CORC > 兰州理工大学 > 兰州理工大学 > 土木工程学院

	Analysis of the reliability of soil nailing supporting structure
	Hui, Chenyi; Zhu, Yanpeng
	2013
关键词	Soil nailing supporting structure Limit State Safety Factor Reliability
卷号	353-356
DOI	10.4028/www.scientific.net/AMM.353-356.540
页码	540-543
英文摘要	Based on the limit equilibrium theory and the failure model of the soil nailing structure, used the circular slice method and the geometric relationship of circular sliding surface with the center of the circle to derive the stability coefficient formula. The most dangerous slip surface was searched by genetic algorithm. To establish the reliability analysis function through the stability coefficient formula. Finally, the reliability calculation of engineering examples, compared the results with the Monte Carlo method, the reliability analysis method was reasonable and valid.
会议录	ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4
会议录出版者	TRANS TECH PUBLICATIONS LTD
会议录出版地	LAUBLSRUTISTR 24, CH-8717 STAFA-ZURICH, SWITZERLAND
语种	英语
WOS研究方向	Engineering
WOS记录号	WOS:000336950100106
内容类型	会议论文
源URL	[http://119.78.100.223/handle/2XXMBERH/36851]
专题	土木工程学院
通讯作者	Hui, Chenyi
作者单位	Lanzhou Univ Technol, Key Lab Disaster Mitigat Civil Engn Gansu Prov, Lanzhou 730050, Peoples R China
推荐引用方式 GB/T 7714	Hui, Chenyi,Zhu, Yanpeng. Analysis of the reliability of soil nailing supporting structure[C]. 见:.