Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2020, Vol. 57 Issue (5) :226-231    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Design and Construction Technology of Slurry Shield Used in Shiziyang Water Conveyance Tunnel
(1 Guangdong GDH Pearl River Delta Water Supply Co.,Ltd, Guangzhou, 511458;2 College of Civil and Transportation Engineering,Shenzhen University, Shenzhen, 518060)
Download: PDF (2887KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The Pearl River Delta Water Resources Allocation Project aims to solve the water supply problems in the Nansha district of Guangzhou, Shenzhen, Dongguan and other water-scarce areas, as well as the long-term water supply problems of cities in eastern Guangdong. As for the Shiziyang crossing section, it will be faced challenges such as fewer drilling holes, long distances, high water pressure, multiple faults, and large cross-sections. Combining the geological and hydrological conditions of the project, a Herrenknecht slurry balance shield with a diameter of 8.65 m is selected for construction and excavation, and the tunnel structure is designed with emphasis on waterproof and anti-corrosion. According to the stratum and engineering characteristics, the following construction suggestions are put forward: (1) before the project is carried out, the physical and mechanical characteristics of the fault fracture zones shall be explored, and the crossing plan should be fully prepared; (2) experimental research on the abrasiveness and composition of the rock and soil layer should be conducted to find out the wear rule of the cutter tool in the rock and soil layer; (3) new grouting materials need to be researched to form a material-theory integrated grouting system for crossing the fault zone.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
LU Andian1 XIAO Hui2 SHEN Xiang2 FU Yanbin2
KeywordsTunnel engineering   High water pressure   Slurry shield   Construction technology;Shield selection     
Abstract: The Pearl River Delta Water Resources Allocation Project aims to solve the water supply problems in the Nansha district of Guangzhou, Shenzhen, Dongguan and other water-scarce areas, as well as the long-term water supply problems of cities in eastern Guangdong. As for the Shiziyang crossing section, it will be faced challenges such as fewer drilling holes, long distances, high water pressure, multiple faults, and large cross-sections. Combining the geological and hydrological conditions of the project, a Herrenknecht slurry balance shield with a diameter of 8.65 m is selected for construction and excavation, and the tunnel structure is designed with emphasis on waterproof and anti-corrosion. According to the stratum and engineering characteristics, the following construction suggestions are put forward: (1) before the project is carried out, the physical and mechanical characteristics of the fault fracture zones shall be explored, and the crossing plan should be fully prepared; (2) experimental research on the abrasiveness and composition of the rock and soil layer should be conducted to find out the wear rule of the cutter tool in the rock and soil layer; (3) new grouting materials need to be researched to form a material-theory integrated grouting system for crossing the fault zone.
KeywordsTunnel engineering,   High water pressure,   Slurry shield,   Construction technology;Shield selection     
Cite this article:   
LU Andian1 XIAO Hui2 SHEN Xiang2 FU Yanbin2 .Design and Construction Technology of Slurry Shield Used in Shiziyang Water Conveyance Tunnel[J]  MODERN TUNNELLING TECHNOLOGY, 2020,V57(5): 226-231
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2020/V57/I5/226
 
No references of article
[1] YAN Jian1,2 WEI Yanqing3 HE Chuan1 ZHOU Zihan1 GOU Hao1.Hot-freeze Link Technology and Its Application in Snow Melting and Deicing of Tunnel Portal Section of Sichuan-Tibet Highway[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 1-9
[2] YAN Xidong1 GAO Jun1 HAN Fei2 LI Zheng1.Risk Evaluation of the Tunnel Passing through Active Fault Zone and Engineering Application[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 10-22
[3] WANG Shuaishuai1,2 CHEN Guizhou2 GUO Chun2 BAI Yonghou3.On Power Performances of Tunnel Construction Machinery at High-altitude Area[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 23-29
[4] GONG Chenjie1 YANG Junsheng1 FU Jinyang1, 2.Characteristics and Influencing Factors of Segment Cracking of LargeDiameter River-Crossing Shield Tunnelling in Composite Rock Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 30-42
[5] ZHANG Xin.Research on Application of Random Source Model Based New Microtremor Survey Technology to Shield Tunnelling in Upper Soft and Lower Hard Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 43-50
[6] HUANG Zhongkai1 ZHANG Dongmei1,2.Seismic Vulnerability Analysis of the Shallow-buried Shield Tunnel in Soft Soil Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 51-60
[7] JIANG Heng1 LIU Xuezeng2 ZHU Hehua1.Research on Crack Identification of Highway Tunnel Linings Based on Data Obtained from the Testing Vehicle[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 61-65
[8] TIAN Chongming1 YE Fei1 SONG Guifeng2 WANG Qinglong2 ZHAO Meng1.On Mechanism of Crystal Blockage of Tunnel Drainage System and Preventive Countermeasures[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 66-76
[9] LIU Sicong1 ZHAO Chengqiao2 MA Chenxiao1 PENG Fangle.Discussion on Connection Problems of Underground Space in Early CBD from the Perspective of Urban Renewal ——A Case of Lujiazui CBD[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 77-83
[10] WANG Zhilong1,2 ZHOU Renqiang3 YANG Nie1,2 WANG Mingnian1,2 LIU Dagang1,2.Hoek-Brown Criterion Based Calculation Method of Rock Resistant Coefficient in Tunnelling and Its Engineering Application[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 84-90
[11] SUN Yulong YAN Zhiguo.Study on Computation of Surrounding Rock Pressure of Super Large Span and Flat Underground Cavern Based on Process Load Concept[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 91-98
[12] ZHOU Zhong CHEN Yun MIAO Linwu. Study of Equivalent Layered Method Based Prediction Model for Deformations Caused by Construction of New Tunnels Undercrossing Existing Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 99-103
[13] LV Xilin1,2 ZHAO Yucheng1,2 CAI Jiantao3.Numerical Simulation of Ground Subsidence Induced by Shield Tunnel Construction Disturbance in Water-rich Sandy Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 104-109
[14] CHEN Weijie1 SU Dong1,2 CHEN Xiangsheng1,2 PANG Xiaochao2,3 LEI Guoping1,2.Study on the Influence of Coefficients of Subgrade Reaction and Lateral Pressure on Deformation of the Shield Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 110-115
[15] LV Jingfu1 DU Jiangmei1 LUO Zejun2,3 ZHANG Jinjiang1 MIU Yabiao1.Research on the Stability and Supporting Parameters of High-Steep Slope of Yankou Highway Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 116-124
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY