Construction Technologies for EPB Shied Boring in Hardsoft Heterogeneous  Ground with High Viscidity: A Case Study on A Shallowcovered Shield  Tunnel on ChangshaZhuzhouXiangtan Intercity Railway

doi:10.3973/j.issn.1672-741X.2016.02.015

Tunnel Construction ›› 2016, Vol. 36 ›› Issue (2): 221-227.DOI: 10.3973/j.issn.1672-741X.2016.02.015

Previous Articles Next Articles

Construction Technologies for EPB Shied Boring in Hardsoft Heterogeneous  Ground with High Viscidity: A Case Study on A Shallowcovered Shield  Tunnel on ChangshaZhuzhouXiangtan Intercity Railway

LIU Hui, YANG Hailin

(China Railway Engineering Stock Co., Ltd., Zhengzhou 450000, Henan, China)

Received:2015-10-08 Revised:2015-12-20 Online:2016-02-20 Published:2016-03-02

Abstract

Abstract:

It is difficult for the earth pressure balance (EPB) shield tunneling in hardsoft heterogeneous ground with high viscidity. As a result, the construction technologies for EPB shield boring in hardsoft heterogeneous ground with high viscidity, such as improving the foaming system, improving the arrangement of cutting tools and improving the ground conditioning, are studied and then used. The results show that the ground surface settlement is brought under effective control and the safety of shield boring in hardsoft heterogeneous ground with high viscidity is guaranteed by using abovementioned technologies.

Key words: ChangshaZhuzhouXiangtan Intercity Railway, shallow cover, high viscidity, hardsoft heterogeneous ground, EPB shield

CLC Number:

U 455

LIU Hui, YANG Hailin. Construction Technologies for EPB Shied Boring in Hardsoft Heterogeneous  Ground with High Viscidity: A Case Study on A Shallowcovered Shield  Tunnel on ChangshaZhuzhouXiangtan Intercity Railway[J]. Tunnel Construction, 2016, 36(2): 221-227.

[1]	LI Zhijun, FANG Youliang, XIAO Gang, LAI Wenhui, QU Yong, FU Jinyang, XU Zan. Ground Deformation Characteristics of Water-rich Gravel Stratum during EPB Shield Stop [J]. Tunnel Construction, 2020, 40(1): 106-113.
[2]	QI Mengxue, CHE Xinning, LI Xiuyun. Application of Composite Highangle Belt Conveyor to Metro Construction [J]. Tunnel Construction, 2019, 39(9): 1530-1536.
[3]	JIANG Yusheng, SUN Zhengyang, YANG Zhiyong. Construction Risk Monitoring System and Parameter Warning of EPB Shield [J]. Tunnel Construction, 2019, 39(7): 1083-1089.
[4]	ZOU Jinjian. Inverse Control Technology of Dynamic Neural Network of EPB Shield [J]. Tunnel Construction, 2019, 39(7): 1104-1109.
[5]	HE Xiongfei, ZHANG Xun, LI Zhiguo, XU Jinghe. Development and Application of New Foam Agent for Anticlogging of Shield Tunneling [J]. Tunnel Construction, 2019, 39(6): 925-933.
[6]	HAN Zhanbo, DOU Xiaotian, CAO Weiming, WANG Jinbo, ZHAO Liyong, ZHENG Lijun. Control Technology for Surface Deformation Induced by Construction of Shallowcovered and Smallspacing Rectangular Pipe Jacking [J]. Tunnel Construction, 2019, 39(3): 496-503.
[7]	WU Hongbo, ZHOU Chuanbo, JIANG Nan, GAO Tan. Ground Deformation Characteristics of Doubletrack Metro Tunnel Bored by Slurry Balance Shield and EPB Shield [J]. Tunnel Construction, 2019, 39(2): 219-226.
[8]	PENG Lei, HE Wenmin, CHANG Yawen, KONG Lingchang, YANG Jiangpeng, ZHU Peng. Compressed Air Foam System and Its Foaming Performance [J]. Tunnel Construction, 2019, 39(11): 1815-.
[9]	AN Hongbin, HUAI Pingsheng, BAI Xiaoling, GUO Yinxin, YAO Bawu. Construction Technology of Underwater Receiving of EPB Shield Under Condition of Noend Reinforcement [J]. Tunnel Construction, 2019, 39(10): 1697-1703.
[10]	MO Zhenze, WANG Mengshu, LUO Gendong, WANG Hui, QIAN Yongjin. Study of Ground Conditioning by Thick Slurry for Earth Pressure  Balance Shield in Waterrich Silty Sand Stratum [J]. Tunnel Construction, 2018, 38(12): 2026-2031.
[11]	WU Zhen， GENG Chuanzheng, WANG Lei. Underwater Receiving Technology of EPB Shield in  Waterrich Gravel Stratum [J]. Tunnel Construction, 2018, 38(12): 2040-2045.
[12]	SHAO Chengmeng. Finite Element Analysis and Optimization Countermeasures for Shield  Tail of Earth Pressure Balanced Shield in Soft Stratum [J]. Tunnel Construction, 2017, 37(S1): 26-31.
[13]	GUO Fujun, ZHAO Zhenwei, ZHANG Jie, YANG Xingya, YUAN Xiaoliang. Experimental Study of Ground Conditioning of Pure Sand Stratum by Using Polymer [J]. Tunnel Construction, 2017, 37(S1): 53-58.
[14]	HE Shaohui, LI Chenghui, MA Teng, LIU Xiabing, WANG Dahai, LIU Yangpeng. Study of Influence of Types of Cutterhead of Shield on Sandy Gravel Stratum [J]. Tunnel Construction, 2017, 37(5): 529-536.
[15]	LIU Qi, JIN Shihe. Increasing Technologies for Service Life of EPB Shield Cutting  Tools Boring in Sandy Cobble Stratum in Lanzhou [J]. Tunnel Construction, 2016, 36(8): 1011-1015.

Construction Technologies for EPB Shied Boring in Hardsoft Heterogeneous  Ground with High Viscidity: A Case Study on A Shallowcovered Shield  Tunnel on ChangshaZhuzhouXiangtan Intercity Railway

PDF

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 15

Recommended Articles

Metrics

Comments