Fracture mechanics approximation to predict the breakdown pressure using the theory of critical distances

被引:27
作者
Schwartzkopff, Adam K. [1 ]
Melkoumian, Noune S. [1 ]
Xu, Chaoshui [1 ]
机构
[1] Univ Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
关键词
Hydraulic fracturing; Breakdown pressure; Critical distance; Fracture mechanics; UNIAXIAL COMPRESSIVE STRENGTH; SUGGESTED METHODS; ROCK MATERIALS; POROUS-MEDIA; TOUGHNESS; GRANITE; FRICTION;
D O I
10.1016/j.ijrmms.2017.03.006
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The breakdown pressure is an important parameter that influences the hydraulic fracturing process of the rock. This paper presents a new approach for the prediction of the breakdown pressure in hydraulic fracturing based on the theory of critical distances. The proposed method of analysis assumes that a pressurized crack is formed at a critical distance into the material prior to the unstable propagation. The breakdown pressure is calculated using an analytical approximation of the mode I stress intensity factor for this pressurized crack. A series of hydraulic fracturing experiments were conducted and the test results were compared with those predicted from the proposed method of analysis. The approximation aligns with these test results as well as with published results from independent hydraulic fracturing experiments.
引用
收藏
页码:48 / 61
页数:14
相关论文
共 54 条
[1]  
Alejano LR, 2012, ROCK MECH ROCK ENG, V45, P1023, DOI 10.1007/s00603-012-0265-7
[2]  
[Anonymous], 1978, SUGGESTED METHODS DE, V15, P99
[3]   Dilation in granite during servo-controlled triaxial strength tests [J].
Arzua, Javier ;
Alejano, Leandro R. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2013, 61 :43-56
[4]   Rock fracture toughness testing in Mode II - punch-through shear test [J].
Backers, T ;
Stephansson, O ;
Rybacki, E .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2002, 39 (06) :755-769
[5]  
Backers T, 2012, ROCK MECH ROCK ENG, P1
[6]  
Bell F.G., 2013, ENG PROPERTIES SOILS
[7]   SUGGESTED METHODS FOR DETERMINING THE UNIAXIAL COMPRESSIVE STRENGTH AND DEFORMABILITY OF ROCK MATERIALS .2. SUGGESTED METHOD FOR DETERMINING DEFORMABILITY OF ROCK MATERIALS IN UNIAXIAL COMPRESSION [J].
BIENIAWSKI, ZT ;
BERNEDE, MJ .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1979, 16 (02) :138-140
[8]   PERMEABILITY OF GRANITE UNDER HIGH PRESSURE [J].
BRACE, WF ;
WALSH, JB ;
FRANGOS, WT .
JOURNAL OF GEOPHYSICAL RESEARCH, 1968, 73 (06) :2225-+
[9]   FAILURE OF INCLINED BOREHOLES [J].
BRADLEY, WB .
JOURNAL OF ENERGY RESOURCES TECHNOLOGY-TRANSACTIONS OF THE ASME, 1979, 101 (04) :232-239
[10]   FRICTION OF ROCKS [J].
BYERLEE, J .
PURE AND APPLIED GEOPHYSICS, 1978, 116 (4-5) :615-626