Prediction of Ground Deformation during Pipe-Jacking Considering Multiple Factors

Dong-Jie Ren; Ye-Shuang Xu; Jack S. Shen; Annan Zhou; Arul Arulrajah

doi:10.3390/app8071051

journal article Open Access Jun 27, 2018

Prediction of Ground Deformation during Pipe-Jacking Considering Multiple Factors

Dong-Jie Ren Ye-Shuang Xu

Jack S. Shen Annan Zhou

Arul Arulrajah

Applied Sciences Vol. 8 No. 7 pp. 1051 · MDPI AG

View at Publisher Save 10.3390/app8071051

Abstract

Pipe-jacking is a construction method widely used in pipeline constructions. Prediction of ground deformation induced by pipe-jacking, is important for safety and scheduling purposes. This paper presents an approach to predict ground deformation during pipe-jacking considering following factors: (i) bulkhead additive thrust; (ii) friction on jacking machine; (iii) grouting pressure; and (iv) ground loss. Mindlin’s solution was used to calculate the ground deformation induced by bulkhead additive thrust and friction on the jacking machine. The shearing disturbance coefficient was adopted to evaluate the mitigation effect of shearing behavior on ground deformation. Verruijt’s solution was used to simulate the effect of grouting pressure. Sagaseta’s method was adopted to consider the ground loss induced by over-excavation. Subsequently, a three-dimensional analytical solution for ground deformation induced by pipe-jacking was obtained. A case study based on a pipe-jacking project undertaken in Jiangsu, China was analyzed to validate the proposed approach. The results indicated that the proposed approach was robust and could be implemented for future pipe-jacking projects.

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Details

Published: Jun 27, 2018
Vol/Issue: 8(7)
Pages: 1051
License: View

Authors

D

Dong-Jie Ren

State Key Laboratory of Ocean Engineering, School of Naval Architecture, Ocean, and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China; Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration (CISSE), Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China

Y

Ye-Shuang Xu

State Key Laboratory of Ocean Engineering, School of Naval Architecture, Ocean, and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China; Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration (CISSE), Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China

J

Jack S. Shen

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

A

Annan Zhou

School of Engineering, Royal Melbourne Institute of Technology, Victoria 3001, Australia

A

Arul Arulrajah

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

Funding

National Nature Science Foundation of China Award: 41672259

Cite This Article

Dong-Jie Ren, Ye-Shuang Xu, Jack S. Shen, et al. (2018). Prediction of Ground Deformation during Pipe-Jacking Considering Multiple Factors. Applied Sciences, 8(7), 1051. https://doi.org/10.3390/app8071051

Prediction of Ground Deformation during Pipe-Jacking Considering Multiple Factors

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