Protection Coutermeasures for Metro Structure Adjacent to Deep and Large Foundation Pit

doi:10.3973/j.issn.2096-4498.2018.01.013

Tunnel Construction ›› 2018, Vol. 38 ›› Issue (1): 103-109.DOI: 10.3973/j.issn.2096-4498.2018.01.013

Previous Articles Next Articles

Protection Coutermeasures for Metro Structure Adjacent to Deep and Large Foundation Pit

FENG Guojian

（Guangzhou Metro, Guangzhou 510330, Guangdong, China）

Received:2017-07-20 Revised:2017-10-25 Online:2018-01-20 Published:2018-02-01

Abstract

Abstract:

The foundation pit construction induced additional stress and displacement of adjacent metro structure would affect the operation and safety of the metro structure. In order to guarantee the safety of Guangzhou South Metro Station during the coutinuous construction of adjacent deep and large foundation pit, the countermeasures, i.e. phased and sectioned construction, ground consolidation, uplift pile, sprouted excavation, surcharging and back pressuring, disturbulance control and monitoring strengthening, are adopted. The displacement and deformation of the metro structure have been effectively controlled; and then the rationalities of the abovementioned countermeasures have been verified. The results can provide reference for similar projects in the future.

Key words: foundation pit, metro structure, uplift pile, sprouted excavation, surcharging and back pressuring

CLC Number:

U 45

FENG Guojian. Protection Coutermeasures for Metro Structure Adjacent to Deep and Large Foundation Pit[J]. Tunnel Construction, 2018, 38(1): 103-109.

[1]	WU Xianguo, WANG Lei, CHEN Hongyu, ZHANG Limao, ZHANG Kainan. Design and Realization of Health Monitoring System for Operation Metro Structure Based on BIM based Internet of Things [J]. Tunnel Construction, 2020, 40(6): 905-914.
[2]	HUANG Jieqing, LI Ying, LIU Xingwang. Two-stage Conjoint Analysis Method for Tunnel Structures under Unloading [J]. Tunnel Construction, 2020, 40(5): 672-678.
[3]	CHEN Nan. Comprehensive Evaluation of Construction Safety of Deep Foundation Pit of Metro Station Based on IOWA Operator [J]. Tunnel Construction, 2020, 40(2): 202-208.
[4]	SUN Jun, WEN Haiyang. Application of Artificial Intelligence Science to Construction Deformation Prediction and Control of Underground Engineering in Soft Soil: Cases Study on Theoretical Foundation, Method Application and Fine Intelligent Technical Management [J]. Tunnel Construction, 2020, 40(1): 1-8.
[5]	SUN Jiuchun, BAI Tinghui. Construction Control System of Mechanical State of Metro Deep Foundation Pit in Soft Soil [J]. Tunnel Construction, 2019, 39(S2): 44-52.
[6]	SUN Jiuchun, BAI Tinghui. Control Methods for Lateral Deformation of Retaining Structure of Deep Foundation Pit in Soft Soil [J]. Tunnel Construction, 2019, 39(S2): 308-317.
[7]	FANG Youliang, LU Zhiren, WANG Jin, FU Qiao, ZI Xiaoyu, LIAN Zheng. Safety Support Technology for Ultra-deep Foundation Pit Based on Support Servo Combined System [J]. Tunnel Construction, 2019, 39(S2): 120-128.
[8]	YANG Bo, TAN Yong. Model Test Study on Influences of Deep Foundation Pit on Adjacent Tunnel in Soil-Rock Mixtures [J]. Tunnel Construction, 2019, 39(S2): 192-199.
[9]	ZHANG He. Protection of Cantilever Retaining Wall and Support Design of Deep Foundation Pit Adjacent to Metro [J]. Tunnel Construction, 2019, 39(S2): 294-300.
[10]	ZHANG Huirong, XIE Qiaomu. Key Design Technologies for Cut and Cover Cofferdam of Wenming East Road Tunnel in Haikou [J]. Tunnel Construction, 2019, 39(S2): 318-325.
[11]	DIAO Zhigang, CHEN Qindong, WANG Zhiyong. Construction Technology of Shield Hoisting Shaft of Foundation Pit in Pit: a Case Study on Donghaochong Test Section of Guangzhou Deep Tunnel Drainage System [J]. Tunnel Construction, 2019, 39(S2): 335-344.
[12]	XU Qipeng, NI Hanjie, WANG Yue. Detection and Prevention Technology of Diaphragm Wall Joints Seepage [J]. Tunnel Construction, 2019, 39(S2): 372-378.
[13]	DING Xiaojun, LIU Yao, LEI Mingfeng. Calculation of Bending Moment Bearing Capacity of Circular Reinforced Concrete Pile after Partial Excision and Its Application [J]. Tunnel Construction, 2019, 39(S1): 88-93.
[14]	YANG Dechun, YANG Luhan. Key Technologies of Ring Frame Supporting Structure of Foundation Pit of Metro Transfer Station [J]. Tunnel Construction, 2019, 39(S1): 296-302.
[15]	TANG Jixin, WANG Qunmin, CHEN Wenhua, HUANG Jianghua, SUN Hao. Application of Fiber Bragg Grating Sensing and Photoelectric  Imaging Technology in Deep Metro Foundation Pit [J]. Tunnel Construction, 2019, 39(S1): 361-368.

Protection Coutermeasures for Metro Structure Adjacent to Deep and Large Foundation Pit

PDF

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 15

Recommended Articles

Metrics

Comments