Numerical Simulation of Artificial Fracture Propagation in Shale Gas Reservoirs Based on FPS-Cohesive Finite Element Method

The simulation of hydraulic fracturing by the conventional ABAQUS cohesive finite element method requires a preset fracture propagation path, which restricts its application to the hydraulic fracturing simulation of a naturally fractured reservoir under full coupling. Based on the further developmen...

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Main Authors: Xiaoqiang Liu, Zhanqing Qu, Tiankui Guo, Ying Sun, Zhifeng Shi, Luyang Chen, Yunlong Li
Format: Article
Language:English
Published: Hindawi-Wiley 2019-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/2019/9402392
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spelling doaj-cc5a313b4d4b452fa065b1e3c2031ab12020-11-25T01:18:39ZengHindawi-WileyGeofluids1468-81151468-81232019-01-01201910.1155/2019/94023929402392Numerical Simulation of Artificial Fracture Propagation in Shale Gas Reservoirs Based on FPS-Cohesive Finite Element MethodXiaoqiang Liu0Zhanqing Qu1Tiankui Guo2Ying Sun3Zhifeng Shi4Luyang Chen5Yunlong Li6College of Petroleum Engineering, China University of Petroleum (East China), Qingdao 266580, ChinaCollege of Petroleum Engineering, China University of Petroleum (East China), Qingdao 266580, ChinaCollege of Petroleum Engineering, China University of Petroleum (East China), Qingdao 266580, ChinaCollege of Petroleum Engineering, China University of Petroleum (East China), Qingdao 266580, ChinaThe Fifth Oil Production Plant, PetroChina Huabei Oilfield Company, Xinji 052360, ChinaChunliang Oil Production Plant, Shengli Oilfield, Sinopec, Binzhou 256500, ChinaCollege of Petroleum Engineering, China University of Petroleum (East China), Qingdao 266580, ChinaThe simulation of hydraulic fracturing by the conventional ABAQUS cohesive finite element method requires a preset fracture propagation path, which restricts its application to the hydraulic fracturing simulation of a naturally fractured reservoir under full coupling. Based on the further development of a cohesive finite element, a new dual-attribute element of pore fluid/stress element and cohesive element (PFS-Cohesive) method for a rock matrix is put forward to realize the simulation of an artificial fracture propagating along the arbitrary path. The effect of a single spontaneous fracture, two intersected natural fractures, and multiple intersected spontaneous fractures on the expansion of an artificial fracture is analyzed by this method. Numerical simulation results show that the in situ stress, approaching angle between the artificial fracture and natural fracture, and natural fracture cementation strength have a significant influence on the propagation morphology of the fracture. When two intersected natural fractures exist, the second one will inhibit the propagation of artificial fractures along the small angle of the first natural fractures. Under different in situ stress differences, the length as well as aperture of the hydraulic fracture in a rock matrix increases with the development of cementation superiority of natural fractures. And with the increasing of in situ horizontal stress differences, the length of the artificial fracture in a rock matrix decreases, while the aperture increases. The numerical simulation result of the influence of a single natural fracture on the propagation of an artificial fracture is in agreement with that of the experiment, which proves the accuracy of the PFS-Cohesive FEM for simulating hydraulic fracturing in shale gas reservoirs.http://dx.doi.org/10.1155/2019/9402392
collection DOAJ
language English
format Article
sources DOAJ
author Xiaoqiang Liu
Zhanqing Qu
Tiankui Guo
Ying Sun
Zhifeng Shi
Luyang Chen
Yunlong Li
spellingShingle Xiaoqiang Liu
Zhanqing Qu
Tiankui Guo
Ying Sun
Zhifeng Shi
Luyang Chen
Yunlong Li
Numerical Simulation of Artificial Fracture Propagation in Shale Gas Reservoirs Based on FPS-Cohesive Finite Element Method
Geofluids
author_facet Xiaoqiang Liu
Zhanqing Qu
Tiankui Guo
Ying Sun
Zhifeng Shi
Luyang Chen
Yunlong Li
author_sort Xiaoqiang Liu
title Numerical Simulation of Artificial Fracture Propagation in Shale Gas Reservoirs Based on FPS-Cohesive Finite Element Method
title_short Numerical Simulation of Artificial Fracture Propagation in Shale Gas Reservoirs Based on FPS-Cohesive Finite Element Method
title_full Numerical Simulation of Artificial Fracture Propagation in Shale Gas Reservoirs Based on FPS-Cohesive Finite Element Method
title_fullStr Numerical Simulation of Artificial Fracture Propagation in Shale Gas Reservoirs Based on FPS-Cohesive Finite Element Method
title_full_unstemmed Numerical Simulation of Artificial Fracture Propagation in Shale Gas Reservoirs Based on FPS-Cohesive Finite Element Method
title_sort numerical simulation of artificial fracture propagation in shale gas reservoirs based on fps-cohesive finite element method
publisher Hindawi-Wiley
series Geofluids
issn 1468-8115
1468-8123
publishDate 2019-01-01
description The simulation of hydraulic fracturing by the conventional ABAQUS cohesive finite element method requires a preset fracture propagation path, which restricts its application to the hydraulic fracturing simulation of a naturally fractured reservoir under full coupling. Based on the further development of a cohesive finite element, a new dual-attribute element of pore fluid/stress element and cohesive element (PFS-Cohesive) method for a rock matrix is put forward to realize the simulation of an artificial fracture propagating along the arbitrary path. The effect of a single spontaneous fracture, two intersected natural fractures, and multiple intersected spontaneous fractures on the expansion of an artificial fracture is analyzed by this method. Numerical simulation results show that the in situ stress, approaching angle between the artificial fracture and natural fracture, and natural fracture cementation strength have a significant influence on the propagation morphology of the fracture. When two intersected natural fractures exist, the second one will inhibit the propagation of artificial fractures along the small angle of the first natural fractures. Under different in situ stress differences, the length as well as aperture of the hydraulic fracture in a rock matrix increases with the development of cementation superiority of natural fractures. And with the increasing of in situ horizontal stress differences, the length of the artificial fracture in a rock matrix decreases, while the aperture increases. The numerical simulation result of the influence of a single natural fracture on the propagation of an artificial fracture is in agreement with that of the experiment, which proves the accuracy of the PFS-Cohesive FEM for simulating hydraulic fracturing in shale gas reservoirs.
url http://dx.doi.org/10.1155/2019/9402392
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