Status: this preprint has been withdrawn by the authors.
Study on connectivity mechanism and robustness of three-dimensional pore network of sandstone based on complex network theory
Guannan Liu,Xiaopeng Pei,Feng Gao,Xin Liang,Jianguo Wang,and Dayu Ye
Abstract. There are a large number of pores and throats inside the rock, with different magnitude and shape, whose connection is complex[1–3]. Based on the complex network theory, combined with X–ray CT scan and image processing technology, we used sandstone as an example to study the structural characteristics of rock network of different porosities. The experimental results show that the seepage network of sandstone is similar to the BA scale-free network in the structural characteristics. The average path length of sandstone generally increases with the increase of network magnitude. The average of number of edges of node plays a dominant role for the porosity of sandstone. It is inferred that in the large number of pores, few pores with a number of connections have an important role in the overall connectivity of the sandstone seepage network. At the same time, sandstone seepage network has better fault tolerance rate and robustness to external random attacks. The results of this paper may provide a new idea for the study of fluid storage and migration mechanisms in porous materials and the application of complex network theory in interdisciplinary fields.
This preprint has been withdrawn.
Received: 17 May 2017 – Discussion started: 21 Jun 2017
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Mechanics and Civil engineering Institute, China University of Mining and Technology, Xuzhou city, Jiangsu province 221000, China
State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou city, Jiangsu province 221000, China
Xiaopeng Pei
Chemical engineering Institute, China University of Mining and Technology, Xuzhou city, Jiangsu province 221000, China
Feng Gao
Mechanics and Civil engineering Institute, China University of Mining and Technology, Xuzhou city, Jiangsu province 221000, China
State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou city, Jiangsu province 221000, China
Xin Liang
Mechanics and Civil engineering Institute, China University of Mining and Technology, Xuzhou city, Jiangsu province 221000, China
State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou city, Jiangsu province 221000, China
Jianguo Wang
Mechanics and Civil engineering Institute, China University of Mining and Technology, Xuzhou city, Jiangsu province 221000, China
State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou city, Jiangsu province 221000, China
Dayu Ye
Chemical engineering Institute, China University of Mining and Technology, Xuzhou city, Jiangsu province 221000, China
The experimental results show that the seepage network of sandstone is similar to the BA scale-free network in the structural characteristics. The average path length of sandstone generally increases with the increase of network magnitude. The average of number of edges of node plays a dominant role for the porosity of sandstone. At the same time, sandstone seepage network has better fault tolerance rate and robustness to external random attacks.
The experimental results show that the seepage network of sandstone is similar to the BA...