A General Framework for the Impact of Shield Tunnel Construction on Existing Tunnel in Soil

Author:

Wang Pingrang1ORCID,Wu Junhao2,Song Danqing34,Zhang Mingfei1ORCID

Affiliation:

1. School of Civil Engineering and Architecture, Zhengzhou University of Aeronautics, Zhengzhou 450046, China

2. Henan Communications Planning and Design Institute Co., Ltd., Zhengzhou 450008, China

3. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China

4. State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, China

Abstract

During the excavation process of shield tunneling, it is inevitable that the surrounding soil mass is disturbed, which will affect the adjacent structures. This paper proposes a general framework for the impact of shield tunneling construction on existing tunnels. First, the impact partition of shield tunneling construction regarding adjacent tunnels and buildings is established by a three-dimensional numerical analysis method. Then, the displacement of adjacent tunnels and buildings is predicted using fuzzy gray theory. Finally, based on the results of a numerical simulation and experiment, the risk classification standard of adjacent buildings is established. This framework has certain reference significance and value for the deformation prediction and safety evaluation of adjacent buildings.

Funder

National Natural Science Foundation of China

Promotion Projects in Henan Province

Henan Youth Talent Promotion Project

2022 Science and Technology R&D Plan of China Railway Construction Group Co., Ltd.

Publisher

MDPI AG

Subject

Management, Monitoring, Policy and Law,Renewable Energy, Sustainability and the Environment,Geography, Planning and Development,Building and Construction

Reference23 articles.

1. A structure’s influence on tunnelling-induced ground movements;Potts;Proc. Inst. Civ. Eng. -Geotech. Eng.,1997

2. Soil-structure interaction in shield tunnelling in soft soil;Bernat;Comput. Geotech.,1998

3. Modelling tunnelling-induced settlement of masonry buildings;Burd;Proc. Inst. Civ. Eng. -Geotech. Eng.,2000

4. Zhao, Y.F., Qin, H.H., and He, Y. (2010, January 19–20). Safety risk management for building effected by large-section ventilation channel construction. Proceedings of the International Conference on Civil Engineering, Baoding, China.

5. Strokova, L.A. (2010, January 20–21). The influence of model parameters on the surface settlement trough induced by tunelling. Proceedings of the 1st International Conference on Railway Engineering: High-Speed Railway, Heavy Haul Railway and Urban Rail Transit, Beijing, China.

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