2015Unpublished venueRequires access

Application and Prospect Analysis of Large-Diameter Shield-Driven Tunnels Combined with Enlarged Metro Stations

Hong Li

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Abstract

Considering that complex construction environments bring more and more challenges to metro construction, and based on the construction of the large-diameter shield-driven tunnel and enlarged station at the North Dongfeng Bridge- Jingshun Road section of Beijing Metro line 14, this paper discusses the problems encountered in the preliminary planning and design stage, such as a limited selection of alignments, a limited selection of construction methods, and rigorous external environment requirements. In this context, the combined construction method of a large-diameter shield-driven tunnel with an enlarged metro station is presented. Based on design optimization, process control, and a construction cost comparison, this construction method is proved to be technically feasible and cost effective.

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What this paper is about

Considering that complex construction environments bring more and more challenges to metro construction, and based on the construction of the large-diameter shield-driven tunnel and enlarged station at the North Dongfeng Bridge- Jingshun Road section of Beijing Metro line 14, this paper discusses the problems encountered in the preliminary planning and design stage, such as a limited selection of alignments, a limited selection of construction methods, and rigorous external environment requirements. In this context, the combined construction method of a large-diameter shield-driven tunnel with an enlarged metro station is presented. Based on design optimization, process control, and a construction cost comparison, this construction method is proved to be technically feasible and cost effective.

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Available abstract

Considering that complex construction environments bring more and more challenges to metro construction, and based on the construction of the large-diameter shield-driven tunnel and enlarged station at the North Dongfeng Bridge- Jingshun Road section of Beijing Metro line 14, this paper discusses the problems encountered in the preliminary planning and design stage, such as a limited selection of alignments, a limited selection of construction methods, and rigorous external environment requirements. In this context, the combined construction method of a large-diameter shield-driven tunnel with an enlarged metro station is presented. Based on design optimization, process control, and a construction cost comparison, this construction method is proved to be technically feasible and cost effective.

Key concepts: Shield, Bridge (graph theory), Context (archaeology), Engineering, Civil engineering, Beijing, Process (computing), Selection (genetic algorithm)

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