Abstract While it is frequently necessary, controlling for primary support deformation of a mined tunnel is risky and difficult. Based on typical cases of construction, monitoring, and supervising, this paper analyzes the causes of primary support deformation and discuses control measures. The key points concering deformation control are geology, design, monitoring and construction.
Keywords :
Mined tunnel
Primary support structure
Deformation
Abstract :
While it is frequently necessary, controlling for primary support deformation of a mined tunnel is risky and difficult. Based on typical cases of construction, monitoring, and supervising, this paper analyzes the causes of primary support deformation and discuses control measures. The key points concering deformation control are geology, design, monitoring and construction.
Keywords :
Mined tunnel ,
Primary support structure ,
Deformation
[1]
YANG Zhaofeng1 WANG Bo2 DU Yongquan1 HUANG Changkuan1 FAN Yong1.Application of Active Support Technology for Large Deformation in Haidong Soft Rock Tunnel [J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(3): 245-252
[2]
CHANG Weixue1,2 LIANG Qingguo1 LI Qiwei1 FAN Chuntan1,3 WEI Jian4.Study on Large Deformation Characteristics and Control Measures of Water-rich Phyllite Rock Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(3): 236-244
[3]
SONG Yi1,2.Study on the Structural Design for Tunnels Undercrossing Airport Section in High-speed Railway Throat Area under a Complex Environment [J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(4): 213-221
[4]
WEI Lifeng1 TIAN Yang1 ZHU Muyuan1 ZOU Kunmi2 FANG Yong1.Study on the Deformation Control of Non-barrier Launching of Large Diameter Double-mode Shields at Shallow Depth [J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(2): 149-158
[5]
ZI Xiaoyu1 SHEN Yusheng1 ZHU Shuangyan1 LUO Ningning2 YANG Jiaqi1 CAO Bangjun1.Study on the Deformation Failure Laws and Support Measures for Tunnels in Layered Phyllite [J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(3): 196-204
[6]
TANG Xiaosong1, 2 ZHENG Yingren3 WANG Yongfu1.Application of FEM Strength Reduction Method in Stability Analysis and Control of Tunnel Construction [J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(3): 49-55
[7]
JI Chang1 WANG Li2.On Deformation Control for the Shield Passing through Old Embankment to Be Rebuilt in Soft Soil Area [J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(3): 108-117
[8]
YANG Mugao.Large Deformation Control Techniques for the Muzhailing Tunnel [J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(2): 175-181
[9]
. [J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(5): 140-145
[10]
WANG Bo-1, GUO Xin-Xin-1, HE Chuan-1, WU De-Xing-2. [J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(5): 1-10
[11]
ZHANG Chuanqing1,2 ZHANG Yang3 ZHOU Hui1,2 YANG Fanjie1,2 LIU Ning3.Surrounding Rock Deformation Control for Deep-Buried Soft-Rock Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(2): 28-35
[12]
LIU Yingliang.Control and Monitoring of Ground Deformation during Jacking of a Large-Diameter Curved Tabular Roof [J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(6): 210-216
[13]
WANG Guofu1,2 LU Linhai1 LI Qiang1,2.New Techniques for Bridgehead Deformation Control for Expressways Passed by Approaching Metro Running Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(5): 217-223
[14]
.Deformation Control Techniques for the Yanmenguan Tunnel in Squeezing Surrounding Rocks [J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(3): 174-180
[15]
SONG Lin- Li-Chang-Ning- Fan-Heng-Xiu.Study on the Excavation Scheme for the Deep Foundation Pit of a Subway Station Approaching an Existing Railway [J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(5): 154-160