Abstract The Antuoshan and Qiaoxiang Stations of the Shenzhen Metro line 2, which pass through water-rich sandy stratum, demonstrate the successful implementation of the auxiliary measures of ground dewatering, advance grouting, and jet grouting. Additionally the measures of hanging protection were adopted during tunnel construction under gas lines with intermediate pressure, ensuring the construction safety of the drill and blast tunnel and the gas lines.
Keywords :
Water-rich sandy stratum
Advance grouting, Horizontal jet grouting pile
Hanging protection
Abstract :
The Antuoshan and Qiaoxiang Stations of the Shenzhen Metro line 2, which pass through water-rich sandy stratum, demonstrate the successful implementation of the auxiliary measures of ground dewatering, advance grouting, and jet grouting. Additionally the measures of hanging protection were adopted during tunnel construction under gas lines with intermediate pressure, ensuring the construction safety of the drill and blast tunnel and the gas lines.
Keywords :
Water-rich sandy stratum ,
Advance grouting, Horizontal jet grouting pile ,
Hanging protection
published: 2012-02-16
[1]
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
[2]
WANG Bo-1, GUO Xin-Xin-1, HE Chuan-1, WU De-Xing-2. [J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(5): 1-10
[3]
Shu Heng, Wu Shuyuan, Li Jian, Guo Xiaohong.Health Monitoring Design for Extra-Large Diameter Underwater Shield Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 32-40
[4]
Tuo Yongfei, Guo Xiaohong.General Design and Key Technologies of the Nanjing Weisan Road River-Crossing Tunnel Project [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 1-6
[5]
Lin Xin1, Shu Heng1, Zhang Yaguo2, Yang Linsong1, Li Jin1, Guo Xiaohong1.Study of the Longitudial Profile Optimization of Large-Diameter Shield Tunnels in Mixed Ground with Very High Water Pressure [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 7-14
[6]
Yao Zhanhu1, Yang Zhao2, Tian Yi1, Hu Huitao1.Key Construction Technology for the Nanjing Weisan Road River-Crossing Tunnel Project [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 15-23
[7]
Liu Guangfeng1, Chen Fangwei2, Zhou Zhi1, Zhang Shilong3, Liu Mingqiang1.Identification of Investment Risks for River-Crossing Tunnels Based on Grey Fuzzy Multi-Attribute Group Decision Making [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 41-48
[8]
Yao Zhanhu.Construction Risk Assessment for the Shield-Driven Section of the Nanjing Weisan Road River-Crossing Project [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 49-54
[9]
Zhang Boyang1, Zhao Xiaopeng1, Zhang Yaguo2, Chen Yu1.Risk Control for Saturated Hyperbaric Intervention in Slurry Shield Tunnelling [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 55-61
[10]
Li Xinyu, Zhang Dingli, Fang Qian, Song Haoran.On Water Burst Patterns in Underwater Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 24-31
[11]
Zhang Han1,2, Li Yingming1,3, Ren Fangtao2, Yang Mingdong3.Elasto-Plastic Analysis of the Surrounding Rock of a Tunnel/Roadway Based on the Zienkiewicz-Pande Criterion [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 30-35
[12]
Zhou Zelin, Chen Shougen, Li Yansong.Study of the Mechanical Characteristics of the Support Structure of a Deeply Buried Diversion Tunnel in Soft Rock [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 36-43
[13]
Liu Qiang1, Tan Zhongsheng1, Chen Libao2, Zou Xiaoxin1.Field Tests Regaring the Uncertainty of the Calculation Model for Soil Filling Pressure on Open-Cut Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 128-134
[14]
Li Yufeng1,2, Peng Limin1, Lei Mingfeng1,2.Dynamics Issues Regarding High-Speed Railway Crossing Tunnels [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 8-15
[15]
Jin Dalong, Li Xinggao.Model Test of the Relationship between the Face Support Pressure and Ground Surface Deformation of a Shield-Driven Tunnel in Sand Stratum [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 44-51