2005Journal of Southwest Jiaotong UniversityRequires access

Model Test of Constructing Shield Tunnel under Large Underground Structure

Chuan He

Open publisher page 2 citations

Abstract

A 3D model test was carried out to investigate the interference when a metro tunnel is excavated with the shield method under an existing underground structure, the Xuanwuhu tunnel in Nanjing City. The experimental results showthatthe construction of the shield tunnel has a slighteffect on the Xuanwuhu tunnel is and large deformation to lead to the“excursion”of the Xuanwuhu tunnel does not occur. Under the conditions of setting uplife piles and reinforcing the ground below the Xuanwuhu tunnel, the additional deformations and internal forces are obviously reduced. In addition, the settlement of ground is small, so pavement structures can not be destroyed. Finally, to compare with the experimental result FEM(finite element method) was used. The numerical simulation result shows that both the Xuanwuhu tunnel and the shield tunnel are safe during the construction of the shield tunnel, and special measures are needed.

About this research paper

What this paper is about

A 3D model test was carried out to investigate the interference when a metro tunnel is excavated with the shield method under an existing underground structure, the Xuanwuhu tunnel in Nanjing City. The experimental results showthatthe construction of the shield tunnel has a slighteffect on the Xuanwuhu tunnel is and large deformation to lead to the“excursion”of the Xuanwuhu tunnel does not occur. Under the conditions of setting uplife piles and reinforcing the ground below the Xuanwuhu tunnel, the additional deformations and internal forces are obviously reduced. In addition, the settlement of ground is small, so pavement structures can not be destroyed. Finally, to compare with the experimental result FEM(finite element method) was used. The numerical simulation result shows that both the Xuanwuhu tunnel and the shield tunnel are safe during the construction of the shield tunnel, and special measures are needed.

Why it matters

OpenAlex reports 2 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

A 3D model test was carried out to investigate the interference when a metro tunnel is excavated with the shield method under an existing underground structure, the Xuanwuhu tunnel in Nanjing City. The experimental results showthatthe construction of the shield tunnel has a slighteffect on the Xuanwuhu tunnel is and large deformation to lead to the“excursion”of the Xuanwuhu tunnel does not occur. Under the conditions of setting uplife piles and reinforcing the ground below the Xuanwuhu tunnel, the additional deformations and internal forces are obviously reduced. In addition, the settlement of ground is small, so pavement structures can not be destroyed. Finally, to compare with the experimental result FEM(finite element method) was used. The numerical simulation result shows that both the Xuanwuhu tunnel and the shield tunnel are safe during the construction of the shield tunnel, and special measures are needed.

Key concepts: Shield, Settlement (finance), Geotechnical engineering, Finite element method, Tunnel construction, Structural engineering, Deformation (meteorology), Engineering

Related papers

Back to paper searchBrowse research topicsOriginal source
Model Test of Constructing Shield Tunnel under Large Underground Structure — Research Paper | ScholarLens