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BACK ANALYSIS ON ROCK MECHANICS PARAMETERS FOR SIDE-EXPANDING SECTION OF HIGHWAY TUNNEL BASED ON BP NEURAL NETWORK METHOD

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成果类型:
期刊论文、会议论文
作者:
Duan, Liang-Liang*;He, Guo-Jing
通讯作者:
Duan, Liang-Liang
作者机构:
[He, Guo-Jing; Duan, Liang-Liang] Cent S Univ Forestry & Technol, Coll Civil Engn & Mech, Changsha 410004, Hunan, Peoples R China.
通讯机构:
[Duan, Liang-Liang] C
Cent S Univ Forestry & Technol, Coll Civil Engn & Mech, Changsha 410004, Hunan, Peoples R China.
语种:
英文
关键词:
Tunnel engineering;side-expanding section;back-propagation neural network;mechanics parameter;back analysis
期刊:
4TH INTERNATIONAL SYMPOSIUM ON LIFETIME ENGINEERING OF CIVIL INFRASTRUCTURE
年:
2009
页码:
954-960
会议名称:
The 4th Internatiuonal Symposium on Lifetime Engineering of Civil Infrastructure(第四届土木工程结构生命周期国际学术研讨会)
会议论文集名称:
The 4th Internatiuonal Symposium on Lifetime Engineering of Civil Infrastructure(第四届土木工程结构生命周期国际学术研讨会)论文集
会议时间:
2009-10-26
会议地点:
长沙
会议赞助商:
中国林业科技大学
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
Tunnel surrounding rock is a complicated comprehensive system, various parameters have the very big indetermination, and therefore, the reasonable obtainment of its mechanics parameters is the important factor for promoting the development of tunnel engineering. Based on BP neural network, combined with the actual project, two monitoring cross-sections are set at side-expanding section to monitor the deep displacement of surrounding rocks, and acquires the numerical data for arch crown settlement and the horizontal convergence of the tunnel inner perimeter resulted from one-sided excavation. T...

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