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13 Results Found

  • Article
  • Open Access
8 Citations
2,552 Views
18 Pages

31 December 2023

Based on the unit life and death technology, the dynamic evolution process of soil loss is considered, and a pipe-soil nonlinear coupling model of buried pipelines passing through the collapse area is constructed. The analysis shows that after the th...

  • Article
  • Open Access
13 Citations
2,876 Views
14 Pages

Research on Dewatering Characteristics of Waste Slurry from Pipe Jacking Construction

  • Libing Jiang,
  • Liang Zhen,
  • Jianfeng Wang,
  • Tao Zhang and
  • Xianwen Huang

18 March 2022

A large amount of waste slurry is produced during the construction of pipe jacking projects. To avoid the waste slurry occupying too much urban land, it needs to be rapidly reduced. Due to the complex composition of waste slurry, the existing dewater...

  • Feature Paper
  • Article
  • Open Access
12 Citations
3,799 Views
26 Pages

The instability of a partially embedded pipeline under ocean currents involves complex fluid–pipe–soil interactions, which may induce two typical instability modes; i.e., the lateral instability of the pipe and the tunnel erosion of the underlying so...

  • Article
  • Open Access
1 Citations
1,305 Views
22 Pages

11 January 2025

This study examines the horizontal transient response of pipe piles in saturated soil, assuming a two-stage equivalent linear relationship between the bending moment and the rotation at the pile head. The potential function is introduced, and the thr...

  • Article
  • Open Access
1,176 Views
16 Pages

Theoretical Analysis of Drilling Unloading and Pile-Side Soil Pressure Recovery of Nonsqueezing Pipe Piles Installed in K0-Consolidated Soils

  • Bo Li,
  • Meng-Xiong Tang,
  • He-Song Hu,
  • Chun-Lin Liu,
  • Zao Ling,
  • Ding-Li Su,
  • Zhen-Kun Hou and
  • Ying-Ping Xiao

Drilling with prestressed concrete (DPC) pipe pile is a nonsqueezing pile sinking technology, employing drilling, simultaneous pile sinking, a pipe pile protection wall, and pile side grouting. The unloading induced by drilling, the pipe pile support...

  • Article
  • Open Access
7 Citations
2,737 Views
20 Pages

Lateral Dynamic Response of Offshore Pipe Piles Considering Effect of Superstructure

  • Hao Liu,
  • Jiaxuan Li,
  • Xiaoyan Yang,
  • Libo Chen,
  • Wenbing Wu,
  • Minjie Wen,
  • Mingjie Jiang and
  • Changjiang Guo

15 September 2022

The dynamic characteristics of pipe piles are of considerable importance for the dynamic foundation design of offshore wind turbines. In this study, we develop an analytical model for the lateral vibration of offshore pipe piles with consideration of...

  • Article
  • Open Access
3 Citations
2,104 Views
15 Pages

Based on the plane–strain assumption, a calculation model of pile–soil–pile vertical coupling vibration response considering the scattering effect of passive piles is established in this paper. Using this model, the vertical displac...

  • Article
  • Open Access
12 Citations
2,116 Views
18 Pages

Analytical Model of Interaction of an Oil Pipeline with a Support of an Overpass Built in a Mountainous Area

  • Maciej Dutkiewicz,
  • Andrii Velychkovych,
  • Andriy Andrusyak,
  • Ivan Petryk and
  • Andrii Kychma

31 May 2023

Today, pipelines are the safest and most economical way to transport petroleum products and one of the key components of modern energy infrastructure. Nevertheless, pipeline systems are associated with certain risks that can lead to environmental dis...

  • Article
  • Open Access
1 Citations
1,764 Views
15 Pages

15 November 2022

Taking the freeze-sealing pipe roof method (FSPR) adopted in the Gongbei Tunnel project as the background, this study develops a simplified calculation model by considering different soil freezing points, tube layout, and site conditions. The analyti...

  • Article
  • Open Access
36 Citations
5,853 Views
15 Pages

17 May 2017

U-pipes for ground source heat pump (GSHP) installations are generally inserted in vertical boreholes back-filled with pumpable grouts. Grout thermal conductivity is a crucial parameter, dominating the borehole thermal resistance and impacting the he...

  • Article
  • Open Access
15 Citations
3,993 Views
19 Pages

18 February 2020

High temporal resolution (20-min intervals) measurements of stable isotopes from groundwater, stream water and precipitation were investigated to understand the hydrological response behavior and control of precipitation and antecedent wetness condit...

  • Article
  • Open Access
436 Views
31 Pages

Load–Deformation Behavior and Risk Zoning of Shallow-Buried Gas Pipelines in High-Intensity Longwall Mining-Induced Subsidence Zones

  • Shun Liang,
  • Yingnan Xu,
  • Jinhang Shen,
  • Qiang Wang,
  • Xu Liang,
  • Shaoyou Xu,
  • Changheng Luo,
  • Miao Yang and
  • Yindou Ma

30 September 2025

In recent years, controlling the integrity of shallow-buried natural gas pipelines within surface subsidence zones caused by high-intensity underground longwall mining in the Daniudi Gas Field of China’s Ordos Basin has emerged as a critical ch...

  • Article
  • Open Access
7 Citations
3,395 Views
21 Pages

21 December 2021

The physical and mechanical properties of grouting materials greatly affect the friction resistance and the bearing performance of a non-soil-squeezing PHC pipe pile. Orthogonal tests for four factors at five levels were carried out to optimize the p...