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)
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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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