Education, Science, Technology, Innovation and Life
Open Access
Sign In

Numerical Simulation Analysis of Deformation Characteristics in Existing Structures and Surface Induced by Large-Section Rectangular Pipe Jacking Construction

Download as PDF

DOI: 10.23977/jceup.2025.070103 | Downloads: 22 | Views: 450

Author(s)

Jiang Shiqian 1, Wang Weili 1, Han Mei 1, Li Jinxin 1, Guo Rui 1, Tong Hao 1, Liu Dong 1

Affiliation(s)

1 China Construction Eighth Engineering Division Corp., Ltd., Shanghai, China

Corresponding Author

Jiang Shiqian

ABSTRACT

This study examines the impact of large-section rectangular pipe jacking construction on existing structures through the establishment of a three-dimensional model using MIDAS-GTS finite element software. The simulation analyzes surface deformation and displacement characteristics during construction. Results indicate that pipe jacking construction causes significant disturbances to the surface and surrounding structures, primarily resulting in soil settlement. The deformation range expands progressively as construction advances. By optimizing construction parameters such as grouting pressure and volume, the study effectively reduces surface settlement and structural displacement, providing valuable insights for similar engineering projects.

KEYWORDS

Rectangular pipe jacking, existing structure, numerical simulation, surface deformation

CITE THIS PAPER

Jiang Shiqian, Wang Weili, Han Mei, Li Jinxin, Guo Rui, Tong Hao, Liu Dong, Numerical Simulation Analysis of Deformation Characteristics in Existing Structures and Surface Induced by Large-Section Rectangular Pipe Jacking Construction. Journal of Civil Engineering and Urban Planning (2025) Vol. 7: 17-24. DOI: http://dx.doi.org/10.23977/jceup.2025.070103.

REFERENCES

[1] Zhang C, Jia QJ, Xu RQ, Feng SY, editors. Prediction of Surface Subsidence Caused by Rectangular Pipe Jacking Construction. 4th International Conference on Energy Materials and Environment Engineering (ICEMEE); 2018 Apr 13-15; Kuala Lumpur, MALAYSIA2018.
[2] Ma P, Shimada H, Sasaoka T, Moses DN, Matsumoto F, Chen XH. Investigation on the engineering effects of the geometrical configuration of the jacking rectangular pipe. Tunnelling and Underground Space Technology. 2022; 119.
[3] Wen K, Shimada H, Zeng W, Sasaoka T, Qian DY. Frictional analysis of pipe-slurry-soil interaction and jacking force prediction of rectangular pipe jacking. European Journal of Environmental and Civil Engineering. 2020;24(6):14-32.
[4] Wang L, Chen XS, Su D, Zhou WP, Sun B, Pan JY, et al. Construction of a super-large prefabricated rectangular tunnel beneath a box culvert using pipe jacking: A case study. Tunnelling and Underground Space Technology. 2024;152.
[5] Wang YZ, Xiang YY. Complex Function Solution of Stratum Displacements and Stresses in Shallow Rectangular Pipe Jacking Excavation Considering the Convergence Boundary. Applied Sciences-Basel. 2024;14(3).
[6] He J, Yang ZW, Zhang X. Effect of Undercrossing Shield Tunnels Excavation on Existing Rectangular Pipe-Jacking Tunnels. Applied Sciences-Basel. 2023;13(22).
[7] Qian DY, Jiao HX, Li ZX, Zhu YL, Liu JL, Chen ZL, et al. Ground Settlement Law, Jacking Force Prediction, and Control Countermeasures for Large-Section Rectangular Pipe Jacking of National Highway Underpass. Sustainability. 2023;15(17). 
[8] Yan YC, Zhang MX, Cao MJ. Study on the Effect of Large Cross-Section Quasi-Rectangular Pipe Jacking near Side Crossing Viaduct Piles in Soft Soil Areas. Applied Sciences-Basel. 2023;13(17).
[9] Wang YZ, Zhang DL, Fang Q, Liu X, Wang JC. Analytical Solution on Ground Deformation Caused by Parallel Construction of Rectangular Pipe Jacking. Applied Sciences-Basel. 2022;12(7).
[10] Tang L, Zhang ZQ. Using Retractable Baffle-Type Rectangular Pipe Jacking for the Construction of a Tunnel with a Large Cross-Section in a Complex Environment. International Journal of Civil Engineering. 2024; 22(6):01-23.

All published work is licensed under a Creative Commons Attribution 4.0 International License.

Copyright © 2016 - 2031 Clausius Scientific Press Inc. All Rights Reserved.