Evaluation of ground loss ratio with moving trajectories induced in double-O-tube (DOT) tunnelling

Author:

Ren Dong-Jie12,Shen Shui-Long12,Arulrajah Arul3,Wu Huai-Na12

Affiliation:

1. State Key Laboratory of Ocean Engineering, Department of Civil Engineering, School of Naval Architecture, Ocean, and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China.

2. Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration (CISSE), Shanghai 200240, China.

3. Department of Civil and Construction Engineering, Swinburne University of Technology, Hawthorn, Victoria 3122, Australia.

Abstract

This paper investigates the influence of moving trajectories on ground loss ratio (GRL) due to the double-O-tube (DOT) tunnelling method. DOT tunnelling has three moving trajectories: pitching, yawing, and rolling, which have different behaviours during tunnel construction compared with those from single circular shield tunnelling. These moving trajectories cause overexcavation during tunnelling. The calculation method of gap area between the DOT shield machine and linings is evaluated in this research. Based on the superposition concept, the modification equation of GLR is proposed, which takes both moving trajectory and grouting volume into consideration. A field DOT tunnelling case is analysed to determine the correlation between moving trajectories and ground settlement. The influence of tail grouting is discussed by adjusting the grouting volume in different periods. The finite element method is also employed by setting the modified ground loss ratio (GLR′) as the contraction increment of linings. Results from both the measured and simulated settlements verify the reasonability of the proposed equation and the effect of moving trajectories on ground loss.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference44 articles.

1. Augarde, C.E., Burd, H.J., and Houlsby, G.T. 1998. Some experiences of modelling tunnelling in soft ground using three-dimensional finite elements. In Application of numerical methods to geotechnical problems. Springer, Vienna. pp. 603–612.

2. Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB

3. Optimized back-analysis for tunneling-induced ground movement using equivalent ground loss model

4. Double-O-Tube shield tunneling for Taoyuan International Airport Access MRT

5. Estimation of transverse ground surface settlement induced by DOT shield tunneling

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3