Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025)

Numerical Experimental Study on Fracture Extension Law of Hydraulic Fracturing Based on Particle Discrete Element

Authors
Jiangchun Hu1, Miao Liu1, *, Luyang An2, Bing Liu1, Mengyuan Li1
1School of Architecture and Civil Engineering, Zhongyuan University of Technology, Zhengzhou, 450007, China
2Xinjiang North Construction Group Co. Ltd, Xinjiang, 830063, China
*Corresponding author. Email: 1366033152@qq.com
Corresponding Author
Miao Liu
Available Online 28 July 2025.
DOI
10.2991/978-94-6463-793-9_18How to use a DOI?
Keywords
Hydraulic fracturing; Fracture extension; Discrete unit method
Abstract

The research of hydraulic fracturing theory and technology is developed with the development of oil and natural gas, and in the petroleum industry, hydraulic fracturing technology has been an important measure to increase the production of oil and natural gas. In order to study the crack extension law of rock body by hydraulic fracturing, sandstone is taken as the research object, and a hydraulic fracturing model is established on the basis of Cundall’s fluid-solid coupling theory to analyze the rupture as well as the crack extension of hydraulic fracturing under different influencing factors. The results show that hydraulic fracturing cracks expand along the direction of the maximum principal stress, and when the horizontal principal stress is equal to the vertical principal stress, the direction of crack expansion is not fixed. As the ground stress field increases, the hydraulic fracture rupture pressure of the rock gradually increases; as the diameter of the well bore increases, the rock fracture pressure decreases. The results can provide some reference for a better understanding of model initiation and crack extension.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025)
Series
Atlantis Highlights in Engineering
Publication Date
28 July 2025
ISBN
978-94-6463-793-9
ISSN
2589-4943
DOI
10.2991/978-94-6463-793-9_18How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Jiangchun Hu
AU  - Miao Liu
AU  - Luyang An
AU  - Bing Liu
AU  - Mengyuan Li
PY  - 2025
DA  - 2025/07/28
TI  - Numerical Experimental Study on Fracture Extension Law of Hydraulic Fracturing Based on Particle Discrete Element
BT  - Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025)
PB  - Atlantis Press
SP  - 187
EP  - 199
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-793-9_18
DO  - 10.2991/978-94-6463-793-9_18
ID  - Hu2025
ER  -