Application of 3D Numerical Method to Evaluate the Influence of Shield  Tunnel Passing through under the MRT Station on Existing Structures

doi:10.3973/j.issn.1672-741X.2014.S.009

Tunnel Construction ›› 2014, Vol. 34 ›› Issue (增刊): 56-62.DOI: 10.3973/j.issn.1672-741X.2014.S.009

Previous Articles Next Articles

Application of 3D Numerical Method to Evaluate the Influence of Shield  Tunnel Passing through under the MRT Station on Existing Structures

Fish GAO¹, Pengseng TSUI², Chihsin SU³, Chihsiu HUANG³, Rongruey LEE³

(1. DAL Engineering Consultants, Inc., Taiwan; 2. Department of Rapid Transit Systems,  Taipei City Government., Taiwan; 3. Sinotech Engineering Consultants, Ltd., Taiwan)

Received:2014-07-02 Online:2014-08-15 Published:2014-08-11

Abstract

Abstract:

The route of new shield tunnel project will pass through the existing MRT station. Then, a new MRT station will be constructed at the intersection of two MRT lines. Moreover, the direct transfer service will be provided between the existing station and the new station. The underground diaphragm wall of new station has been completed adjacent to the existing station. Afterward, the shield tunnel will transversely drive through the existing station and connect with the new station. In order to mitigate the influence on the existing structures, a series of horizontal and vertical ground grouting treatments will be executed underneath the existing station before the launching of TBM. In this research, the 3D numerical software was utilized to analyze and evaluate the influence of tunnel excavation and grouting on the existing structures. The results revealed that the displacements of structures were satisfied to safety standards during the tunnel boring.

Key words: shieldbored tunnel, grouting, 3D numerical analysis

CLC Number:

TU 47

Fish GAO, Pengseng TSUI, Chihsin SU, Chihsiu HUANG, Rongruey LEE. Application of 3D Numerical Method to Evaluate the Influence of Shield  Tunnel Passing through under the MRT Station on Existing Structures[J]. Tunnel Construction, 2014, 34(增刊): 56-62.

[1]	HOU Qianfeng, CHEN Yinghui, OU Mingxi, ZENG Yanming, ZOU Mengchao. GRA Fuzzy Comprehensive Evaluation of Grouting Sealing Effect in Operating Tunnels [J]. Tunnel Construction, 2020, 40(5): 755-761.
[2]	WANG Mingyou, HOU Shaokang, LIU Yaoru, JIN Feng. Influence of Backfill Grouting Compactness of TBM Pea-gravel on Supporting Effect [J]. Tunnel Construction, 2020, 40(3): 326-336.
[3]	QIN Jiajia. Study on Parameters Control of Shield Tunneling in Composite Strata in Hefei Area [J]. Tunnel Construction, 2020, 40(3): 435-443.
[4]	GAO Jun, MENG Xiaowei, MA Longxiang, ZHANG Chao, LIU Jinchao. Protection Schemes for Pipe Jacking Construction of Underpass Adjacent to Bridge in Soft Soils [J]. Tunnel Construction, 2019, 39(S2): 234-241.
[5]	WANG Xu, MENG Lu, CHENG Desheng, LU Song. Research and Application of Comprehensive Geophysical Methods for Quality Testing of Backfill Grouting behind Lining Segment of TBM Construction Tunnel [J]. Tunnel Construction, 2019, 39(S1): 166-175.
[6]	ZHANG Bing, YANG Yandong, SUN Zhenchuan, MA Liang. Construction Technology and Countermeasures for TBM Boring in Broken Ground of Gaoligongshan Tunnel [J]. Tunnel Construction, 2019, 39(5): 851-857.
[7]	YAO Xianli. Construction Technology of Metro Shield Continuously Crossing  underneath Riverway and Railway in Silt Layer in Israel [J]. Tunnel Construction, 2019, 39(5): 858-867.
[8]	TANG Xiaojie, SHI Lei, CHEN Jiawei, PENG Zhen, LI Yuanhai. Analysis of Surrounding Rock Deformation Control of Largespan Metro Tunnel Crossing Fault by Combined Tunneling Method [J]. Tunnel Construction, 2019, 39(2): 227-239.
[9]	YU Feng. Construction Technology of High-speed Railway Tunnel under Toxic Substances Environment [J]. Tunnel Construction, 2019, 39(12): 2067-.
[10]	ZHENG Mingxin, WU Mingwen, HU Guoping, GUO Jiesen, HUANG Gang, YANG Jikai. Analysis of Slope Grouting Reinforcement Effect of Unsymmetricallypressured Tunnel Portal by Steel Pipe [J]. Tunnel Construction, 2019, 39(1): 23-30.
[11]	HE Chao, ZHANG Peng, MA Baosong. Calculation and Analysis of Pipe Jacking Spacing for Piperoof Project of Gongbei Tunnel [J]. Tunnel Construction, 2019, 39(1): 94-101.
[12]	LI Zhipeng, LI Yaxuan, ZHANG Li, SONG Tianjiao. Numerical Simulation Study on Grouting Reinforcement Effect of Fault Zone Exposed in Station Foundation Pit [J]. Tunnel Construction, 2018, 38(S2): 111-119.
[13]	LIN Hui, WU Wenbiao, WANG Chuang, FENG Kun, TAN Rongshan, DAI Zhicheng. Study of Soil Chamber Grouting Technology for EPB Shield  in Waterrich Weathered Rock with Large Depth [J]. Tunnel Construction, 2018, 38(S2): 268-277.
[14]	SUN Xianghui. Research and Application of Shaft Outburst Water FloodedWell Treatment Technology [J]. Tunnel Construction, 2018, 38(S2): 330-336.
[15]	GUAN Zeying, YANG Chaoshuai. Optimal Application of Advance Pregrouting Technology to Highpressure Waterrich Karst Tunnel [J]. Tunnel Construction, 2018, 38(S1): 136-141.

Application of 3D Numerical Method to Evaluate the Influence of Shield  Tunnel Passing through under the MRT Station on Existing Structures

PDF

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 15

Recommended Articles

Metrics

Comments