Skip to content
Conference Open access

The Influence of Small-Hole Leakage in Buried Gasoil Pipelines on Soil Structure under Different Leakage Velocities

Aug 2026 · Journal of Physics, Conference Series · Vol 3290, pp. 012153 · 0 citations · 29 references
Physics

Abstract

To investigate the impact of small-hole leakage in the buried gasoil pipeline on soil, a numerical model is established based on the CFD-DEM coupling method. The effect of spilled oil on soil morphology and structure is revealed. It indicates that three zones with increased porosity of soil under the small leakage hole are formed: the cavity zone, the fluidized zone, and the shear dilation zone. The effect of spilled oil at different leakage velocities on soil is studied and the morphological and structural changes in the soil are quantitatively analyzed. The results show that when the leakage velocity ν ⩽ 20 m/s, the areas of the cavity and fluidized zone gradually increase over time with the decreasing rate. When ν > 20 m/s, the areas of them initially increase and then decrease over time. The area of the shear dilation zone gradually increases under varying velocities, with the decreasing rate until it stabilizes. The depth and width of all zones gradually increase over time, with the decreasing rate until it is nearly unchanging. Additionally, the depth tends to decrease under higher velocities. The velocity has minimal impact on the width of the cavity and fluidized zones but shows a negative correlation with the width of the shear dilation zone. The morphological and structural changes in soil caused by small-hole leakage in buried gasoline pipelines is revealed in this study, and it can provide a theoretical basis for subsequent research on oil spill migration.

Read PDF

Similar papers

Open access Oct 2026

Coupled CFD–DEM analysis of soil cavity formation and gas diffusion during buried pipeline leakage

Abstract After the leakage of a buried pipeline, the overlying soil structure deforms under the high-speed impact of escaping gas, influencing both leakage and diffusion behaviours. This deformation typically appears as a soil cavity above the leakage port, especially in medium- and low-pressure conditions. In this stu...

Fan-Xi Bu, Qing-Xiu Lu, Yu-Heng He et al. · 0 citations
Open access Sep 2026

Investigation of the Characteristics and Evolution of Seepage Field Distortion in Dams Induced by Core Wall Leakage

Core wall leakage is a common seepage-related defect occurring during the operation of core wall dams. Clarifying the characteristics and evolution of seepage field distortion under leakage conditions is an important basis for assessing dam safety status and evaluating leakage risks. In this study, short-duration, smal...

Qi-Bing Zhan, Lei Tang, Sheng Zhang · 0 citations
Open access Sep 2026

Numerical Simulation Analysis of the Impact of Forest Wildfire on Buried Pipelines

In recent years, forest fires have occurred frequently, and extremely high temperatures can easily cause plastic deformation of buried pipelines. To clarify the temperature-stress variation law of natural gas pipelines under wildfire action, this study, based on heat transfer theory and using the finite element method,...

Xi-Ran Cheng, Jiang Meng, Prof. X. Hu et al. · 0 citations
Open access Sep 2026

Research and Application of Water Load and Internal Forces in Composite Linings of Subsea Tunnels

Water loads on subsea tunnel linings are governed by the combined effects of seepage, structural deformation, and the grouting zone. However, these factors are often treated separately in existing analytical studies. In this study, an analytical model is developed for steady-state saturated seepage around a deep-buried...

Jian Wang, Xiu-Ying Wang, Zhong-Sheng Tan et al. · 0 citations
Jan 2027

Fully Coupled Numerical Analysis of the Impacts of Diaphragm Wall Leakage in Ultradeep Excavation

In Shanghai, China, where soft clays are abundant in groundwater, the rapid exploitation of ultradeep underground space poses significant attendant risks for groundwater control. Leakage through diaphragm walls in deep excavations is a potential risk, particularly when the structural integrity of the wall is compromi...

Yin-Hang Zhu, Zhong-Hua Xu, Wei-Dong Wang et al. · 0 citations
Oct 2026

Study on nonlinear seepage mechanism of water injection coal under the action of threshold pressure gradient

During the initial stage of water injection into deep, low-permeability gas-bearing coal seams, a significant threshold pressure gradient causes the seepage behavior to deviate from Darcy's linear flow law. Consequently, the pressure gradient of pressure-driven water increases during transport through the porous medium...

Zhen Liu, Hao-Nan Sun, He Yang et al. · 0 citations

We use cookies to run the site and, with your consent, for analytics and to show ads. See our Cookie Policy.