中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Behavior of large deformation and supporting measures in soft rock tunnel

文献类型:会议论文

作者Bian, Kang1; Zheng, Xiaoqing1,2; He, Yuwei3; Liu, Jian1
出版日期2017
会议日期DEC 30-31, 2016
会议地点Hong Kong, PEOPLES R CHINA
页码1-7
英文摘要Typical large-deformation phenomena of soft rock occurred frequently during tunneling in Huangjiazhai Tunnel. The monitoring results indicated that the deformation had the characteristics of large magnitude, high velocity, long duration and inhomogeneity of spatial distribution. The results of in-situ stress test showed that, as a result of high tectonic stress and lower rock strength, the drilling test area of tunnel was regarded as extremely-high stress area, even if the maximum buried depth (270 m) of tunnel was not too large. Based on the New Austrian Tunneling Method, new comprehensive supporting measures were utilized in Huangjiazhai Tunnel, which were consisted of increase of the reserved deformation, bolt and grouting supporting, accelerating the construction of inverted arch and secondary lining and adjusting the spacing and type of steel arch. It was proved in the subsequent construction that the above supporting design was effective for controlling the large deformation in Huangjiazhai Tunnel.
会议录APPLIED MECHANICS AND CIVIL ENGINEERING VI
会议录出版者CRC PRESS-TAYLOR & FRANCIS GROUP
会议录出版地BOCA RATON
语种英语
WOS研究方向Engineering ; Mechanics
WOS记录号WOS:000408462600001
源URL[http://119.78.100.198/handle/2S6PX9GI/4919]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn ;
2.Univ Chinese Acad Sci ;
3.Hubei Wuxue Yangtze River Highway Bridge Co Ltd
推荐引用方式
GB/T 7714
Bian, Kang,Zheng, Xiaoqing,He, Yuwei,et al. Behavior of large deformation and supporting measures in soft rock tunnel[C]. 见:. Hong Kong, PEOPLES R CHINA. DEC 30-31, 2016.

入库方式: OAI收割

来源:武汉岩土力学研究所

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