中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
THE MONITORING AND FEEDBACK ANALYSIS OF THE VAULT SLOPE DEFORMATION FOR THE PERMEABLE RIB DOUBLE-ARCH TUNNEL

文献类型:会议论文

作者Chi, Ze-cheng1; Chen, Xiu-he2; Wang, Fei2; Yu, Fei1; Chen, Shan-xiong1
出版日期2015
会议日期DEC 12-13, 2015
会议地点Xian, PEOPLES R CHINA
关键词double-arch permeable rib tunnel rib beam ground settlement monitoring measurement feedback analysis
卷号39
页码2931-2937
英文摘要Based on the features of the structure of double-arch permeable rib tunnel and its spatial deformation mechanism, a corresponding construction monitoring and measuring program was demonstrated in this paper. The reasons of the vault slope deformation and cracking which was the main risk during the construction were analyzed according to the monitoring data. Moreover, through using the method of structural load, a detailed and comprehensive feedback analysis of the stability of lining structure, rib beam and mid-connection wall was made under the most unfavorable construction condition, which was dynam-relaxed rack mass of the vault slope. Finally engineering treatment was proposed to ensure the construction safety and long-term stability of this new-style tunnel.
会议录PROCEEDINGS OF THE 4TH INTERNATIONAL CONFERENCE ON MECHATRONICS, MATERIALS, CHEMISTRY AND COMPUTER ENGINEERING 2015 (ICMMCCE 2015)
会议录出版者ATLANTIS PRESS
会议录出版地PARIS
语种英语
WOS研究方向Engineering ; Materials Science
WOS记录号WOS:000373157302191
源URL[http://119.78.100.198/handle/2S6PX9GI/4846]  
专题岩土力学所知识全产出_会议论文
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech ;
2.Anhui Commun Planning Design & Res Inst
推荐引用方式
GB/T 7714
Chi, Ze-cheng,Chen, Xiu-he,Wang, Fei,et al. THE MONITORING AND FEEDBACK ANALYSIS OF THE VAULT SLOPE DEFORMATION FOR THE PERMEABLE RIB DOUBLE-ARCH TUNNEL[C]. 见:. Xian, PEOPLES R CHINA. DEC 12-13, 2015.

入库方式: OAI收割

来源:武汉岩土力学研究所

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