A new constitutive model for calculating the loading-path dependent proppant deformation and damage analysis of fracture conductivity

被引:21
作者
Li, Honglian [1 ]
Lu, Yiyu [1 ]
Zhou, Lei [1 ]
Han, Shuaibin [1 ]
Gou, Yang [2 ]
机构
[1] Chongqing Univ, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing, Peoples R China
[2] Energy Res Ctr Lower Saxony, Goslar, Germany
基金
中国国家自然科学基金;
关键词
Proppant hydro-mechanical behavior; Constitutive model; Conductivity damage; Numerical modeling; LIGHT-WEIGHT PROPPANTS; LONG-TERM CONDUCTIVITY; STRESS; SIMULATION; FLOW;
D O I
10.1016/j.jngse.2017.08.005
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
The conventional mechanical and permeability models for proppant pack consider proppant as an elastic material, however, loading stresses cause proppant rearrangement and crush, leading irreversible material hardening, structure damage of proppant pack, strong reduction of pore space and damage of fracture conductivity. In this work, a confined compression and conductivity test on proppant pack was conducted. According to the experimental results, a new constitutive model for calculating the loading path dependent proppant deformation and permeability was developed. In the proposed model, a simple yield equation and a non-associated potential equation were applied to derive the irreversible plastic deformation which is further used to calculate the material hardening parameter and the permeability damage. The model was validated by the experimental data and coupled into a reservoir simulator to investigate the impact of the stress shadow effects caused by the current stimulated fracture on the deformation and permeability of the placed proppant in the previous generated fracture. The modeled results revealed that the current fracturing operation damages the conductivity of the previous generated fracture, which must be taken into account for production prediction. (C) 2017 Elsevier B.V. All rights reserved.
引用
收藏
页码:365 / 374
页数:10
相关论文
共 37 条
[1]  
[Anonymous], 2006, P SPE ANN TECHN C EX
[2]  
[Anonymous], 1991, SOIL BEHAV CRITICAL
[3]  
[Anonymous], 2006, ISO 13503-5
[4]   MODELING OF SUBSIDENCE AND STRESS-DEPENDENT HYDRAULIC CONDUCTIVITY FOR INTACT AND FRACTURED POROUS-MEDIA [J].
BAI, M ;
ELSWORTH, D .
ROCK MECHANICS AND ROCK ENGINEERING, 1994, 27 (04) :209-234
[5]   Residual opening of hydraulic fractures filled with compressible proppant [J].
Bortolan Neto, Luiz ;
Kotousov, Andrei .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2013, 61 :223-230
[6]  
Cheng Y., 2009, P E REG M HELD CHARL
[7]  
Culter R. A., 1983, SPE J, V25, P150
[8]   Simulation of shale-proppant interaction in hydraulic fracturing by the discrete element method [J].
Deng, Shouchun ;
Li, Haibo ;
Ma, Guowei ;
Huang, Hai ;
Li, Xu .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2014, 70 :219-228
[9]   Interpretation of Microseismicity Resulting from Gel and Water Fracturing of Tight Gas Reservoirs [J].
Dinske, C. ;
Shapiro, S. A. ;
Rutledge, J. T. .
PURE AND APPLIED GEOPHYSICS, 2010, 167 (1-2) :169-182
[10]  
FLAC3D, 2008, MAN VERS 4 0