Limit Analysis of Progressive Asymmetrical Collapse Failure of Tunnels in Inclined Rock Stratum

被引：9
作者：
Lyu, Cheng [1 ]
Zeng, Zhengqiang [2 ]
Dong, Yucang [2 ]
机构：
[1] Sichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
[2] Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610000, Sichuan, Peoples R China
来源：
SYMMETRY-BASEL | 2019年 / 11卷 / 07期
关键词：
deep tunnels; inclined rock stratum; progressive asymmetrical collapse; nonlinear failure criterion; upper bound theorem; UPPER BOUND ANALYSIS; ROOF COLLAPSE; MECHANISM; STABILITY; SHAPE; 2D;
D O I：
10.3390/sym11070904
中图分类号：
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号：
07 ; 0710 ; 09 ;
摘要：
Tunnels commonly pass through inclined rock stratum, but research on the collapse of the rock surrounding the tunnels in inclined rock strata is currently underdeveloped. The purpose of this study was to predict the progressive asymmetrical collapse failure of deep-buried tunnels in inclined rock strata to decrease the risk of collapse during tunnel construction. We constructed a new two-dimensional progressive asymmetrical collapse failure mechanism for deep-buried tunnels in inclined rock layers to analyze their collapse failure characteristics with the help of the nonlinear Hoek-Brown yield criterion and the limit analysis theorem. The calculation equations of the range and total weight of the asymmetrical collapsing block in rectangular and circular tunnels were obtained via theoretical derivation. The validity of the proposed method in this work was verified by comparison with existing research. To discuss the impact of different parameters on the range and total weight of an asymmetrical collapsing block of the surrounding rock in inclined rock stratum, the range and total weight of the asymmetrical collapsing block of the most common rectangular and circular tunnels under the varied parameters are provided. The results of this study can provide useful support for practical tunnel construction and design.
引用
收藏
页数：18
相关论文
共 27 条
[21]   2D and 3D limit analysis of progressive collapse mechanism for deep-buried tunnels under the condition of varying water table [J].
Qin, Changbing ;
Chian, Siau Chen ;
Yang, Xiaoli ;
Du, Dianchun .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2015, 80 :255-264
[22]   A software framework for probabilistic sensitivity analysis for computationally expensive models [J].
Vu-Bac, N. ;
Lahmer, T. ;
Zhuang, X. ;
Nguyen-Thoi, T. ;
Rabczuk, T. .
ADVANCES IN ENGINEERING SOFTWARE, 2016, 100 :19-31
[23]   Reliability analysis of tunnel roof in layered Hoek-Brown rock masses [J].
Yang, X. L. ;
Zhou, T. ;
Li, W. T. .
COMPUTERS AND GEOTECHNICS, 2018, 104 :302-309
[24]   Three-dimensional failure mechanism of a rectangular cavity in a Hoek-Brown rock medium [J].
Yang, X. L. ;
Huang, F. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2013, 61 :189-195
[25]   Collapse mechanism of shallow tunnel based on nonlinear Hoek-Brown failure criterion [J].
Yang, X. L. ;
Huang, F. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2011, 26 (06) :686-691
[26]   Collapsed Shape of Shallow Unlined Tunnels Based on Functional Catastrophe Theory [J].
Zhang, Chengping ;
Han, Kaihang .
MATHEMATICAL PROBLEMS IN ENGINEERING, 2015, 2015
[27]   Flat-plate roof collapse of shallow caverns and protective measures: a case study of Longyou ancient siltstone caverns [J].
Zhang, Zhongjian ;
Li, Lihui ;
Xu, Wenjie ;
Fu, Yan ;
Feng, Jun .
NATURAL HAZARDS, 2015, 76 (01) :191-213
123