An Innovative Balanced-Yielding Support Method for Tunnel in Deep Inclined Strata

被引:0
作者
Wei Yongke [1 ]
Guo Hongyan [2 ,3 ]
Hu Juyi [3 ]
Liu Jiaqing [1 ]
Liu Limin [4 ]
机构
[1] Guangxi Xinfazhan Commun Grp Co Ltd, Nanning 530029, Guangxi, Peoples R China
[2] Chongqing Univ, Coll Civil Engn, Chongqing 400044, Peoples R China
[3] China Merchants Chongqing Commun Technol Res & De, Chongqing 400067, Peoples R China
[4] Shandong Univ Sci & Technol, Coll Energy & Min Engn, Qingdao 266590, Shandong, Peoples R China
关键词
FLOOR HEAVE; ROCK; MECHANISM; BEHAVIOR; BOLT;
D O I
10.1155/2022/1874331
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Aiming at the problem that the uneven deformation of the tunnel surrounding rock in the deep inclined rock strata caused local instability, an innovative balanced-yielding support technology was proposed with the engineering background of the Shangping tunnel in Huafeng Mine. Based on the mechanism analysis of this technology, the specific implementing steps were proposed. It mainly included in situ stress analysis, the stress distribution of the tunnel surrounding rock with different sections, the design of the parameter of bolt-cable and yielding structure, and supporting effect evaluation. The results showed that (1) the stress concentration appeared at the top corners of the lower side and the bottom corner of the upper side of the rectangular and semicircular arched tunnel. (2) Compared with rectangle and vertical-wall semicircular arch tunnels, the trapezoidal tunnel could relieve the shearing effect of the inclined rock strata. (3) The length, prestress, spacing-row distance of the bolt, and the parameter of the yielding structure were all optimally designed to form the balanced-yielding support system. (4) In engineering application, the maximum deformations of the roof, right side and left side, were less than 80 mm. Compared with the original support system, the shallow separation of the trapezoidal tunnel supported by the balanced-yielding support system had been reduced by 147%.
引用
收藏
页数:18
相关论文
共 31 条
[11]   Multi-echelon support method to limit asymmetry instability in different lithology roadways under high ground stress [J].
Peng, Rui ;
Meng, Xiangrui ;
Zhao, Guangming ;
Ouyang, Zhenhua ;
Li, Yingming .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2021, 108
[12]   Geological risk assessment of the area surrounding altamira cave:: A proposed natural risk index and safety factor for protection of prehistoric caves [J].
Sanchez, Miguel A. ;
Foyo, Alberto ;
Tomillo, Carmen ;
Iriarte, Eneko .
ENGINEERING GEOLOGY, 2007, 94 (3-4) :180-200
[14]   Physical modeling of floor heave for the deep-buried roadway excavated in ten degree inclined strata using infrared thermal imaging technology [J].
Sun Xiao-ming ;
Chen Feng ;
He Man-chao ;
Gong Wei-li ;
Xu Hui-chen ;
Lu Hao .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2017, 63 :228-243
[15]   Inclination effect of coal mine strata on the stability of loess land slope under the condition of underground mining [J].
Sun, Xue-yang ;
Ho, Chun-Hsing ;
Li, Cheng ;
Xia, Yucheng ;
Zhang, Qi .
NATURAL HAZARDS, 2020, 104 (01) :833-852
[16]   Failure mechanisms of soft rock roadways in steeply inclined layered rock formations [J].
Tao, Zhigang ;
Zhu, Chun ;
Zheng, Xiaohui ;
Wang, Dongsheng ;
Liu, Yapeng ;
He, Manchao ;
Wang, Yibo .
GEOMATICS NATURAL HAZARDS & RISK, 2018, 9 (01) :1186-1206
[17]   Optimal pre-conditioning and support designs of floor heave in deep roadways [J].
Wang, Chunlai ;
Li, Guangyong ;
Gao, Ansen ;
Shi, Feng ;
Lu, Zhijiang ;
Lu, Hui .
GEOMECHANICS AND ENGINEERING, 2018, 14 (05) :429-437
[18]   Deformation and failure mechanism of surrounding rocks in crossed-roadway and its support strategy [J].
Wang, Hui ;
Jiang, Cheng ;
Zheng, Pengqiang ;
Li, Nan ;
Zhan, Yubao .
ENGINEERING FAILURE ANALYSIS, 2020, 116
[19]   Floor heave characteristics and control technology of the roadway driven in deep inclined-strata [J].
Wang Meng ;
Guo Guanlong ;
Wang Xiangyu ;
Guo Yu ;
Vietdoan, Dao .
INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2015, 25 (02) :267-273
[20]   Study and engineering application on the bolt-grouting reinforcement effect in underground engineering with fractured surrounding rock [J].
Wang, Q. ;
Qin, Q. ;
Jiang, B. ;
Yu, H. C. ;
Pan, R. ;
Li, S. C. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2019, 84 :237-247