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

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