Skip to Content
You are currently on the new version of our website. Access the old version .

19 Results Found

  • Article
  • Open Access
10 Citations
3,338 Views
22 Pages

Effects of Jack Thrust on the Damage of Segment Lining Structure during Shield Machine Tunnelling

  • Ming Xu,
  • Dengkai Chen,
  • Guang Zhong,
  • Chuanxiang Liu and ,
  • Huayun Li and
  • Zhiqiang Zhang
  • + 1 author+ 0 author

7 September 2023

Constructing a tunnel with a large longitudinal slope and a small-radius sharp curve is challenging. During the construction process, it necessitates a series of intricate operations, including adjusting the horizontal and vertical posture of the shi...

(This article belongs to the Section Building Structures)
  • Article
  • Open Access
9 Citations
3,276 Views
20 Pages

11 May 2022

With the attitude adjustment of shield machine, the jack thrust angle will change and may lead to great damage to segmental lining structures. In this paper, a three-dimensional refined finite element method is proposed to study the action mechanism...

(This article belongs to the Special Issue Advanced Underground Space Technology)
  • Article
  • Open Access
162 Views
25 Pages

Experimental and Numerical Investigation of the Dynamic Evolution and Interface Friction Characteristics of Pipe Jacking Thrust in Sandstone Formations

  • Guanghui Li,
  • Guanghua Wu,
  • Xiangdong He,
  • Lulu Pan and ,
  • Aijiu Chen,
  • Yawen Zhao and
  • Lingyun Feng
  • + 2 authors+ 0 author

17 October 2026

Accurately predicting pipe jacking thrust and addressing the limited applicability of existing frictional resistance models under rock formation conditions are key technical challenges in pipe jacking through sandstone formations. Based on a pipe jac...

  • Article
  • Open Access
2 Citations
1,939 Views
21 Pages

Study on the Fracture of a Shield Segment in a Fully Excavated Hard Rock Section under the Influence of Construction Loads

  • Cheng Zhu,
  • Bin Zheng,
  • Guoping Ren,
  • Tugen Feng and ,
  • Xiaochun Zhong and
  • Siyuan Huang
  • + 1 author+ 0 author

12 May 2024

In this paper, the initiation of the fracture of a segment caused by the pressure of the jack and other factors during shield construction is discussed. Based on the Rots model in the finite element software Diana 10.4, the fracture width is solved....

  • Article
  • Open Access
5 Citations
4,448 Views
16 Pages

Key Techniques for Rapid Jacking and Laying of Pipelines: A Case Study on ‘Jingshihan’ Gas Pipelines in China

  • Tianshuo Xu,
  • Le Wang,
  • Peng Zhang,
  • Yuheng Zhou and ,
  • Kaixin Liu,
  • Xin Feng,
  • Yongchun Qi and
  • Cong Zeng
  • + 3 authors+ 0 author

15 April 2022

With the rapid growth of the oil and gas storage, transportation, and pipeline industries, it is necessary to improve the construction process of oil and gas pipelines. By combining the technical advantages of horizontal directional drilling and pipe...

(This article belongs to the Special Issue Advances in Energy Infrastructure Construction Technology)
  • Article
  • Open Access
1,550 Views
19 Pages

Comprehensive Study on the Thrust Estimation and Anti-Freezing Lubricant of Pipe Jacking in Frozen Soil

  • Kai Wen,
  • Wei Zeng,
  • Qing Ye,
  • Hideki Shimada and ,
  • Siliang Qin and
  • Benhao Fu
  • + 1 author+ 0 author

21 November 2024

Recent advancements in underground construction have led to the widespread utilization of pipe jacking. However, the engineering challenges posed by frozen ground in pipe jacking projects have not been extensively studied. This research aims to addre...

(This article belongs to the Section Environmental Aspects in Colloid and Interface Science)
  • Article
  • Open Access
738 Views
20 Pages

Mechanical Response Characteristics of Prefabricated Utility Tunnel Joints Considering Jacking Load Imbalance

  • Shubo Sui,
  • Xiangpan Jiao,
  • Hongjun Zhang,
  • Tong Wang and ,
  • Ruoqi Hu,
  • Kang He and
  • Zhanping Song
  • + 2 authors+ 0 author

31 January 2026

During jacking construction of prefabricated utility tunnels, asynchronous jack output and interface friction may induce internal force redistribution and deformation amplification at the leading end. Taking a triple-cell prefabricated utility tunnel...

(This article belongs to the Section Civil Engineering)
  • Article
  • Open Access
10 Citations
4,829 Views
17 Pages

22 January 2020

During the construction stage of the small radius TBM (tunnel boring machine) interval, the improper control of the boring parameters and the boring posture can cause the horizontal axis deviation of the shield tunnel. In order to address this issue,...

(This article belongs to the Special Issue Buildings and Structures under Extreme Loads)
  • Article
  • Open Access
58 Citations
6,214 Views
18 Pages

Prediction of Ground Deformation during Pipe-Jacking Considering Multiple Factors

  • Dong-Jie Ren,
  • Ye-Shuang Xu,
  • Jack S. Shen,
  • Annan Zhou and
  • Arul Arulrajah

27 June 2018

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 duri...

(This article belongs to the Section Mechanical Engineering)
  • Article
  • Open Access
358 Views
16 Pages

26 May 2026

Using the Baotou comprehensive pipe corridor pipe jacking project as background, this study examined how asymmetric additional thrust affects ground deformation during the boring of large cross-section rectangular pipe jacking machines. The additiona...

(This article belongs to the Special Issue Symmetry/Asymmetry in Rock Mechanics and Geotechnical Engineering)
  • Article
  • Open Access
20 Citations
4,174 Views
20 Pages

24 March 2022

Pipe jacking has been widely used in urban underground engineering construction in recent years. Prediction of ground deformation caused by pipe jacking is particularly important for the safety of construction. With regard to the densely arranged pip...

(This article belongs to the Topic Engineering Mathematics)
  • Article
  • Open Access
94 Views
30 Pages

Attitude Control Criteria for Non-Closed Segmental Lining Rings and Bolts Under Asymmetric Loading

  • Zihan Zeng,
  • Junyi Zhang,
  • Fanghui Pan,
  • Jun Liu and ,
  • Haolin Huan,
  • Yan Qiu,
  • Xiaoyong Kou and
  • Changhong Wang
  • + 3 authors+ 0 author

29 October 2026

Synchronous Thrust and Assembly Technology (STAT), which enables simultaneous shield propulsion and segment erection, can improve tunneling efficiency and reduce construction duration compared with conventional shield tunneling. However, during STAT...

(This article belongs to the Special Issue Urban Underground Space Design: Structural Stability and Mechanics Analysis—2nd Edition)
  • Article
  • Open Access
3 Citations
1,228 Views
17 Pages

In long-distance, large-section rectangular pipe jacking operations, machine deviation is an inevitable factor that poses substantial challenges to the accurate prediction of frictional resistance. To address this issue, a novel methodology is propos...

(This article belongs to the Section Construction Management, and Computers & Digitization)
  • Article
  • Open Access
19 Citations
10,713 Views
15 Pages

10 September 2018

Jacking-oil pockets are applied in many journals and thrust bearing applications in order to provide a hydrostatic oil film force that ensures a wear free run-up following a successful lift-off procedure. However, all components of the jacking-oil sy...

(This article belongs to the Special Issue Fluid-Film Lubrication)
  • Article
  • Open Access
15 Citations
3,245 Views
19 Pages

In contrast to straight tunnels, the mechanisms of displacement of surrounding soil induced by shield excavation of small radius curved tunnels are more complex. Based on field monitoring data of surface settlement and horizontal displacement of a sm...

(This article belongs to the Collection Innovation of Materials and Technologies in Civil Construction)
  • Article
  • Open Access
153 Views
14 Pages

20 October 2026

Accurate identification of the tunnel-surrounding rock conditions is crucial for TBM excavation to prevent disasters such as excessive deformation and TBM jamming, which could significantly affect the project schedule. To mitigate premature convergen...

(This article belongs to the Special Issue Rock Mechanics in Geotechnical and Tunnel Engineering, 2nd Edition)
  • Article
  • Open Access
8 Citations
2,440 Views
19 Pages

Mechanical Behavior Monitoring and Load Inversion Analysis of Large-Diameter Underwater Shield Tunnel during Construction

  • Si-Yuan Ma,
  • Xiao-Wei Ye,
  • Zhi-Xiong Liu,
  • Yang Ding and ,
  • Di Zhang and
  • Feng Sun
  • + 1 author+ 0 author

18 February 2024

The construction of large-diameter shield tunnels underwater involves complex variations in water and earth load outside the tunnel segment, as well as intricate mechanical responses. This study analyzes the variation laws of external loads, axial fo...

(This article belongs to the Section Physical Sensors)
  • Article
  • Open Access
3 Citations
2,155 Views
13 Pages

12 June 2023

Pressure balance control between steel sleeve fillings and stratum is the key to ensuring project safety in the receiving construction of subway shield tunnels. Here, to realize the active regulation of the filing pressure in the steel sleeve, this s...

(This article belongs to the Section Civil Engineering)
  • Article
  • Open Access
311 Views
23 Pages

20 September 2026

Small-radius curved tunneling makes shield machine attitude control especially difficult. Intensified soil-machine interaction under these conditions creates a high risk of snakelike motion, which can compromise both construction safety and segment a...

(This article belongs to the Section Construction Management, and Computers & Digitization)