INFLUENCE OF SHAFT CONSTRUCTION IN METRO TUNNEL ON ADJACENT BUILDINGS AND REINFORCEMENT

Jia Bo; Liu Ganbin; Xu Li; Shi Xiangfeng

doi:10.13204/j.gyjz201108029

Volume 41 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(8): 121-125

Jia Bo, Liu Ganbin, Xu Li, Shi Xiangfeng. INFLUENCE OF SHAFT CONSTRUCTION IN METRO TUNNEL ON ADJACENT BUILDINGS AND REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 121-125. doi: 10.13204/j.gyjz201108029

Citation:

Jia Bo, Liu Ganbin, Xu Li, Shi Xiangfeng. INFLUENCE OF SHAFT CONSTRUCTION IN METRO TUNNEL ON ADJACENT BUILDINGS AND REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 121-125. doi: 10.13204/j.gyjz201108029

Citation:

PDF( 0 KB)

INFLUENCE OF SHAFT CONSTRUCTION IN METRO TUNNEL ON ADJACENT BUILDINGS AND REINFORCEMENT

doi: 10.13204/j.gyjz201108029

1.
1. Faculty of Architectural Civil Engineering and Environment,Ningbo University,Ningbo 315211,China;
2.
2. Agiletech Engineering Consultants Co.Ltd,Beijing 100037,China

Received Date: 2010-09-15
Publish Date: 2011-08-20

Abstract

Abstract

Construction of shaft in metro tunnel will inevitably bring ground disturbance and cause settlement of adjacent buildings,then the safety and the normal use of buildings is affected.Based on the practice of a certain metro running tunnel,the deformation character,reason and movement law of the around buildings induced by shaft construction are analyzed in this paper.Thereafter,taking a dormitory building for example,the measures of full-section sealing in tunnel face,such as advanced deep-hole curtain grouting,bench excavation and timely supporting associated with backfill grouting,radius grouting and ground surface grouting,are proposed to reinforce and control the deformation of buildings.
- shaft construction,
- surrounding building,
- deformation,
- grouting reinforcement

FullText(HTML)

References(0)

References

Relative Articles

[1]	YANG Ke, ZHANG Wenhan, HUANG Yi. INFLUENCE ANALYSIS OF UNDERGROUND PIPE GALLERY ON NONLINEAR SEISMIC RESPONSE OF UPPER STRUCTURE AND RESEARCH ON IMPROVEMENT MEASURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 211-216,162. doi: 10.13204/j.gyjzg20111403
[2]	JIA Ziwen, ZHENG Jiang, LI Cunliang, WANG Xisheng. CONSTRUCTION SIMULATION ON TEMPERATURE EFFECTS OF SUPER-LONG SUPER-WIDE SUPER-RIGID SEAMLESS MULTI-STORY STEEL FRAME WORKSHOP[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 119-124. doi: 10.13204/j.gyjzG20091706
[3]	Liu Xiaoli, Peng Jing. INFLUENCE ON EXCAVATION-INDUCED DEFORMATION FOR SUPPORT SYSTEM BY OVERLOAD DEPTH OF ADJACENT BUILDINGS IN SOIL-ROCK MIXED AREA[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 107-112. doi: 10.13204/j.gyjz201504020
[4]	Wu Zhaoyang, Li Zhengnong, Jiang Biao. FIELD MEASUREMENT AND ANALYSIS OF THE RESPONSE OF GROUND SURFACE AND BUILDINGS TO ADJACENT EXCAVATION BY OPEN-CUT METHOD[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 88-96.
[5]	Xue Jianyang, Lin Jianpeng, Ma Hui, Chen Zongping, Cui Weiguang. STIFFNESS AND DEFORMATION ANALYSIS OF STEEL REINFORCED RECYCLED CONCRETE ECCENTRIC COMPRESSION COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 109-113. doi: 10.13204/j.gyjz201308024
[6]	Li Yong, Guan Changsheng, Cheng Ji, Wang Hui. DYNAMIC SIMULATION OF CONSTRUCTION PROCESS OF GIANT COLUMN FRAME-CORE TUBE-CANTILEVER TRUSS STRUCTURE SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 9-13. doi: 10.13204/j.gyjz201305002
[7]	Wang Yue-dong, Tan Zhi-yong, Liu Zhi-ming, Wen Lin-jun, Zhao Xu. THE INFORMATION MONITORING TECHNOLOGY OF THE CONSTRUCTION OF DEEP EXCAVATIONS IN COASTAL AREAS WITH COMPLICATED GEOLOGIC CONDITIONS OF SINGAPORE MARITIME MUSEUM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 20-25. doi: 10.13204/j.gyjz201209005
[8]	Jiang Feng, Fang Jia, Chen Ziyi, Wang Yu, Zhang Bo. THE IMPACT DRILLING EFFECT ON THE SURROUNDING BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 88-92,116. doi: 10.13204/j.gyjz201203019
[9]	Chen Hongqiu, Zhou Guixiang, Zhou Yin, Liang Jun. AERO-INTERFERENCE OF SURROUNDING HIGH RISE BUILDINGS ON LARGE-SPAN CURVED ROOF[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 55-59. doi: 10.13204/j.gyjz201206013
[10]	Sun Qiang, Hu Shuqiao. DEFORMATION ANALYSIS AND REINFORCEMENT APPROACH OF YUANYANGHUI TUNNEL DURING EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 137-140. doi: 10.13204/j.gyjz201112030
[11]	Yao Yangping, Li Chunliang, Feng Xing. ANALYSIS OF DEFORMATION OF EMBANKMENT ON SOFT CLAY BASED ON UNIFIED HARDENING MODEL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 38-42. doi: 10.13204/j.gyjz201109008
[12]	Yao Yangping, Qu Shan, Feng Xing, Hu Hexiang. THE DEFORMATION ANALYSIS OF STRUCTURE OF SUNKEN CAVE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 43-47. doi: 10.13204/j.gyjz201109009
[13]	Wang Siwei, Gao Danying, Liu Handong. STUDY ON STRENGTH AND DEFORMATION OF PLASTIC CONCRETE UNDER CYCLIC LOADING AND UNLOADING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 92-95. doi: 10.13204/j.gyjz200905020
[14]	Hou Jingpeng, Yuan Yong. ANALYSIS OF RESTRAINED DEFORMATION PROPERTIES OF REINFORCED CONCRETE AT EARLY AGE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 97-100. doi: 10.13204/j.gyjz200901021
[15]	Zheng Jiang, Hao Jiping, Li Cunliang, Yang Xiaoli, Wang Xiantie, Liu Shaowen. MECHANICS EMULATION AND ANALYSIS OF THE HESHI STUPA OF FAMEN TEMPLE DURING THE CONSTRUCTION PROCESS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 90-95. doi: 10.13204/j.gyjz200910022
[16]	Gao Danying, Yang Wentao, Xie Xiaopeng. DEFORMATIONS OF STEEL FIBER REINFORCED HIGH-STRENGTH CONCRETE SLABS SUBJECTED TO PUNCHING SHEAR[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 76-80. doi: 10.13204/j.gyjz200801019
[17]	Guo Yanlin, Liu Xuewu. CONSTRUCTION MECHANICAL PROBLEMS AND COMPUTATIONAL METHODS OF COMPLEX STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 1-8. doi: 10.13204/j.gyjz200709001
[18]	Xue Jianbin, Wei Huanwei, Sun Jianping, Zhao Kaozhong. COMBINED REINFORCEMENT DESIGN AND CONSTRUCTION OF STOCK YARD BUILDING OF A STEEL PLANT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 98-100. doi: 10.13204/j.gyjz200706025
[19]	Liu Xuewu, Guo Yanlin, Zhang Qinglin, Liu Luyu. ANALYSIS OF INTERNAL FORCE AND DEFORMATION FOR THE NEW CCTV HEADQUARTERS DURING THE CONSTRUCTION PROCESS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 22-29. doi: 10.13204/j.gyjz200709004
[20]	Shao Jian-jun, Zhou Wei-dong, Huang Fang, Cao Guo-ping, Li Jin-bao, Zhao Qi-ming. STRENGTHENING FOUNDATION OF TRANSMISSION LINE TOWER BY COMPACTION GROUTING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 125-127,133. doi: 10.13204/j.gyjz200712030