A numerical investigation of the hydraulic fracturing behaviour of conglomerate in Glutenite formation

被引:104
作者
Li, Lianchong [1 ]
Meng, Qingmin [2 ]
Wang, Shanyong [3 ]
Li, Gen [1 ]
Tang, Chunan [1 ]
机构
[1] Dalian Univ Technol, Sch Civil Engn, Dalian 116024, Peoples R China
[2] Shengli Oilfield Branch Co, Oil Prod Technol Res Inst, Dongying 257000, Peoples R China
[3] Univ Newcastle, Ctr Geotech & Mat Modelling Civil Surveying & Env, Callaghan, NSW 2308, Australia
基金
中国国家自然科学基金;
关键词
Conglomerate; Fracture propagation; Glutenite reservoir; Heterogeneity; Hydraulic fracture; Numerical simulation; FLUID-FLOW; DEFORMATION; CONCRETE; HETEROGENEITY; PERMEABILITY; PROPAGATION; SIMULATION; MECHANICS; RESERVOIR; PRESSURE;
D O I
10.1007/s11440-013-0209-8
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Rock formations in Glutenite reservoirs typically display highly variable lithology and permeability, low and complex porosity, and significant heterogeneity. It is difficult to predict the pathway of hydraulic fractures in such rock formations. To capture the complex hydraulic fractures in rock masses, a numerical code called Rock Failure Process Analysis (RFPA2D) is introduced. Based on the characteristics of a typical Glutenite reservoir in China, a series of 2D numerical simulations on the hydraulic fractures in a small-scale model are conducted. The initiation, propagation and associated stress evolution of the hydraulic fracture during the failure process, which cannot be observed in experimental tests, are numerically simulated. Based on the numerical results, the hydraulic fracturing path and features are illustrated and discussed in detail. The influence of the confining stress ratio, gravel sizes (indicated by the diameter variation), and gravel volume content (VC) on the hydraulic fracturing pattern in a conglomerate specimen are numerically investigated, and the breakdown pressure is quantified as a function of these variables. Five hydraulic fracturing modes are identified: termination, deflection, branching (bifurcation), penetration, and attraction. The propagation trajectory of the primary hydraulic fractures is determined by the maximum and minimum stress ratios, although the fracturing path on local scales is clearly influenced by the presence of gravels in the conglomerate, particularly when the gravels are relatively large. As the stress ratio increases, the fractures typically penetrate through the gravels completely rather than propagating around the gravels, and the breakdown pressure decreases with increasing stress ratio. Furthermore, the breakdown pressure is affected by the size and volume content of the gravel in the conglomerate: as the gravel size and volume content increase, the breakdown pressure increases.
引用
收藏
页码:597 / 618
页数:22
相关论文
共 74 条
[31]  
Liu XL, 2008, THESIS TSHINGHUA U B
[32]  
Lv CB, 2006, THESIS XINAN U PETRO
[33]   Numerical simulation of compressive failure of heterogeneous rock-like materials using SPH method [J].
Ma, G. W. ;
Wang, X. J. ;
Ren, F. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2011, 48 (03) :353-363
[34]   A 3 DIMENSIONAL APPLICATION OF THE SMEARED CRACK APPROACH [J].
MALVAR, LJ ;
FOURNEY, ME .
ENGINEERING FRACTURE MECHANICS, 1990, 35 (1-3) :251-260
[35]  
Medlin WL, 1983, 58 SPE ANN TECHN C E
[36]  
MENG Qingmin, 2010, J OIL GAS TECHNOL J, V32, P119
[37]  
Meyer BR, 1989, SPE E REG M MORG OCT
[38]   Coupled fluid flow and geomechanical deformation modeling [J].
Minkoff, SE ;
Stone, CM ;
Bryant, S ;
Peszynska, M ;
Wheeler, MF .
JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2003, 38 (1-2) :37-56
[39]   Fracture toughness measurements and acoustic emission activity in brittle rocks [J].
Nasseri, M. H. B. ;
Mohanty, B. ;
Young, R. P. .
PURE AND APPLIED GEOPHYSICS, 2006, 163 (5-6) :917-945
[40]   Analysis of fracture damage zone in anisotropic granitic rock using 3D X-ray CT scanning techniques [J].
Nasseri, M. H. B. ;
Rezanezhad, F. ;
Young, R. P. .
INTERNATIONAL JOURNAL OF FRACTURE, 2011, 168 (01) :1-13