1:1 Test Study on Cutting and Irrigating Process by Pre-linling Equipment

Wang Xiuying; Yang Jikai; Wu Xiaowei

doi:doi:10.11648/j.sd.20160406.26

| Peer-Reviewed

1:1 Test Study on Cutting and Irrigating Process by Pre-linling Equipment

Wang Xiuying, Yang Jikai, Wu Xiaowei

Published in Science Discovery (Volume 4, Issue 6)

Received: 9 December 2016 Accepted: Published: 9 December 2016

Views: Downloads:

Download PDF

Share This Article

Twitter
Linked In
Facebook

Abstract

With the higher requirements for the safety, quality, environmental protection of construction and the increasingly growing labor costs, it is imperative to promote the mechanization of the tunnel construction. Pre-lining technology as a mechanized tunnel construction method between the shallow-buried tunneling method and the shield tunneling method, can not only rapid excavatemechanized, but also effectively control the ground subsidence. In this paper, the pre-lining technology was used to simulate the tunnelconstructionin weak surrounding rock, andground deformationwas also monitored. It was showedthat the vertical and horizontal displacements of the strata were small, alsowas the and the groove deformation, which can meet the requirements for tunnel construction. And pre-lining construction methodwas more advanced compared with the traditional mechanical pre-cutting method.

Published in	Science Discovery (Volume 4, Issue 6)
DOI	10.11648/j.sd.20160406.26
Page(s)	444-449
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Tunnel Construction, Pre-lining, Ground Deformation

References

[1]	翟进营，杨会军，王莉莉.新意法隧道设计施工概述[J].隧道建设，2008，24（1）：P46-P55。
[2]	杜林林，王秀英，刘维宁.软弱围岩隧道预衬砌支护参数研究[J].现代隧道技术，2013，50（5）：P80-86。
[3]	肖广智，魏祥龙.意大利岩土控制变形（ADECO-RS）工法简介[J].现代隧道技术，2007，44（3）：P11-P15。
[4]	PietroLunardi.Design and construction of tunnels.Analysis of controlled deformation in rock and soils(ADECO-RS)[M].铁道部工程管理中心,中铁西南科学研究院有限公司译.北京：中国铁道出版社,2011:P1-P521。
[5]	翟进营，杨会军，王莉莉“新意法”在国外隧道工程中的应用[J].隧道建设，2008，28（4）：P469-475。
[6]	吴光华.浅谈隧道超前支护及施工工艺[J].科技情报开发与经济，2008，18（9）：P195-196。
[7]	朱永权，宋玉香.隧道工程[M].北京：中国铁道出版社，2007：P1-P350。
[8]	王秀英.机械预切槽法开挖软土隧道地层变形研究[J].岩土力学，2005，26（1）：P140-144。
[9]	王秀英，刘维宁，赵伯明，等.预切槽技术及其应用中的关键技术问题[J].现代隧道技术，2011，48（3）：P22-27。
[10]	王秀英，张鍼，吕和林，周明亮.机械预切槽法开挖软土隧道地层变形研究[J].岩土力学，2005（1）：P140-144。
[11]	张召.预切槽法开挖黄土隧道地层变形规律及掌子面稳定性研究[D].北京，北京交通大学，2014：P1-88。
[12]	韩任贤.软弱围岩隧道锁脚锚杆受力及预衬砌结构承载能力研究[D].北京，北京交通大学，2015：P1-108。

Cite This Article

Plain Text BibTeX RIS

APA Style

Wang Xiuying, Yang Jikai, Wu Xiaowei. (2016). 1:1 Test Study on Cutting and Irrigating Process by Pre-linling Equipment. Science Discovery, 4(6), 444-449. https://doi.org/10.11648/j.sd.20160406.26

Copy | Download

ACS Style

Wang Xiuying; Yang Jikai; Wu Xiaowei. 1:1 Test Study on Cutting and Irrigating Process by Pre-linling Equipment. Sci. Discov. 2016, 4(6), 444-449. doi: 10.11648/j.sd.20160406.26

Copy | Download

AMA Style

Wang Xiuying, Yang Jikai, Wu Xiaowei. 1:1 Test Study on Cutting and Irrigating Process by Pre-linling Equipment. Sci Discov. 2016;4(6):444-449. doi: 10.11648/j.sd.20160406.26

Copy | Download

@article{10.11648/j.sd.20160406.26,
  author = {Wang Xiuying and Yang Jikai and Wu Xiaowei},
  title = {1:1 Test Study on Cutting and Irrigating Process by Pre-linling Equipment},
  journal = {Science Discovery},
  volume = {4},
  number = {6},
  pages = {444-449},
  doi = {10.11648/j.sd.20160406.26},
  url = {https://doi.org/10.11648/j.sd.20160406.26},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20160406.26},
  abstract = {With the higher requirements for the safety, quality, environmental protection of construction and the increasingly growing labor costs, it is imperative to promote the mechanization of the tunnel construction. Pre-lining technology as a mechanized tunnel construction method between the shallow-buried tunneling method and the shield tunneling method, can not only rapid excavatemechanized, but also effectively control the ground subsidence. In this paper, the pre-lining technology was used to simulate the tunnelconstructionin weak surrounding rock, andground deformationwas also monitored. It was showedthat the vertical and horizontal displacements of the strata were small, alsowas the and the groove deformation, which can meet the requirements for tunnel construction. And pre-lining construction methodwas more advanced compared with the traditional mechanical pre-cutting method.},
 year = {2016}
}

Copy | Download

TY  - JOUR
T1  - 1:1 Test Study on Cutting and Irrigating Process by Pre-linling Equipment
AU  - Wang Xiuying
AU  - Yang Jikai
AU  - Wu Xiaowei
Y1  - 2016/12/09
PY  - 2016
N1  - https://doi.org/10.11648/j.sd.20160406.26
DO  - 10.11648/j.sd.20160406.26
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 444
EP  - 449
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20160406.26
AB  - With the higher requirements for the safety, quality, environmental protection of construction and the increasingly growing labor costs, it is imperative to promote the mechanization of the tunnel construction. Pre-lining technology as a mechanized tunnel construction method between the shallow-buried tunneling method and the shield tunneling method, can not only rapid excavatemechanized, but also effectively control the ground subsidence. In this paper, the pre-lining technology was used to simulate the tunnelconstructionin weak surrounding rock, andground deformationwas also monitored. It was showedthat the vertical and horizontal displacements of the strata were small, alsowas the and the groove deformation, which can meet the requirements for tunnel construction. And pre-lining construction methodwas more advanced compared with the traditional mechanical pre-cutting method.
VL  - 4
IS  - 6
ER  -

Copy | Download

Author Information

Wang Xiuying

School of Civil Engineering, Beijing JiaoTong University, Beijing, China
Yang Jikai

Beijing Shouer Engineering Technology Co.ltd, Beijing, China
Wu Xiaowei

Beijing Shouer Engineering Technology Co.ltd, Beijing, China

Download PDF

Sections

Plain Text BibTeX RIS

APA Style

Wang Xiuying, Yang Jikai, Wu Xiaowei. (2016). 1:1 Test Study on Cutting and Irrigating Process by Pre-linling Equipment. Science Discovery, 4(6), 444-449. https://doi.org/10.11648/j.sd.20160406.26

Copy | Download

ACS Style

Wang Xiuying; Yang Jikai; Wu Xiaowei. 1:1 Test Study on Cutting and Irrigating Process by Pre-linling Equipment. Sci. Discov. 2016, 4(6), 444-449. doi: 10.11648/j.sd.20160406.26

Copy | Download

AMA Style

Wang Xiuying, Yang Jikai, Wu Xiaowei. 1:1 Test Study on Cutting and Irrigating Process by Pre-linling Equipment. Sci Discov. 2016;4(6):444-449. doi: 10.11648/j.sd.20160406.26

Copy | Download

@article{10.11648/j.sd.20160406.26,
  author = {Wang Xiuying and Yang Jikai and Wu Xiaowei},
  title = {1:1 Test Study on Cutting and Irrigating Process by Pre-linling Equipment},
  journal = {Science Discovery},
  volume = {4},
  number = {6},
  pages = {444-449},
  doi = {10.11648/j.sd.20160406.26},
  url = {https://doi.org/10.11648/j.sd.20160406.26},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20160406.26},
  abstract = {With the higher requirements for the safety, quality, environmental protection of construction and the increasingly growing labor costs, it is imperative to promote the mechanization of the tunnel construction. Pre-lining technology as a mechanized tunnel construction method between the shallow-buried tunneling method and the shield tunneling method, can not only rapid excavatemechanized, but also effectively control the ground subsidence. In this paper, the pre-lining technology was used to simulate the tunnelconstructionin weak surrounding rock, andground deformationwas also monitored. It was showedthat the vertical and horizontal displacements of the strata were small, alsowas the and the groove deformation, which can meet the requirements for tunnel construction. And pre-lining construction methodwas more advanced compared with the traditional mechanical pre-cutting method.},
 year = {2016}
}

Copy | Download

TY  - JOUR
T1  - 1:1 Test Study on Cutting and Irrigating Process by Pre-linling Equipment
AU  - Wang Xiuying
AU  - Yang Jikai
AU  - Wu Xiaowei
Y1  - 2016/12/09
PY  - 2016
N1  - https://doi.org/10.11648/j.sd.20160406.26
DO  - 10.11648/j.sd.20160406.26
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 444
EP  - 449
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20160406.26
AB  - With the higher requirements for the safety, quality, environmental protection of construction and the increasingly growing labor costs, it is imperative to promote the mechanization of the tunnel construction. Pre-lining technology as a mechanized tunnel construction method between the shallow-buried tunneling method and the shield tunneling method, can not only rapid excavatemechanized, but also effectively control the ground subsidence. In this paper, the pre-lining technology was used to simulate the tunnelconstructionin weak surrounding rock, andground deformationwas also monitored. It was showedthat the vertical and horizontal displacements of the strata were small, alsowas the and the groove deformation, which can meet the requirements for tunnel construction. And pre-lining construction methodwas more advanced compared with the traditional mechanical pre-cutting method.
VL  - 4
IS  - 6
ER  -

Copy | Download