Simulating Hydraulic Fracturing: Failure in Soft Versus Hard Rocks

被引:1
作者
Aleksans, Janis [1 ,2 ,3 ]
Koehn, Daniel [1 ,4 ]
Toussaint, R. [5 ,6 ]
Daniel, G. [7 ]
机构
[1] Univ Glasgow, Sch Geog & Earth Sci, Glasgow, Lanark, Scotland
[2] Univ Coll Dublin, UCD Sch Earth Sci, Fault Anal Grp, Dublin 4, Ireland
[3] Univ Coll Dublin, UCD Sch Earth Sci, iCRAG, Dublin 4, Ireland
[4] Univ Erlangen Nurnberg, GeoZentrum Nordbayern, Schlossgarten 5, D-91054 Erlangen, Germany
[5] Univ Strasbourg, CNRS, EOST, Inst Phys Globe Strasbourg,UMR 7516, Strasbourg, France
[6] Univ Oslo, PoreLab, Dept Phys, Oslo, Norway
[7] EDF DI, Paris, France
基金
英国自然环境研究理事会;
关键词
Hydrofracturing; numerical modelling; Young's modulus; microseismicity; INDUCED SEISMICITY; YOUNGS MODULUS; STRESS; INSTABILITIES; PROPAGATION;
D O I
10.1007/s00024-019-02376-0
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
In this contribution we discuss the dynamic development of hydraulic fractures, their evolution and the resulting seismicity during fluid injection in a coupled numerical model. The model describes coupling between a solid that can fracture dynamically and a compressible fluid that can push back at the rock and open fractures. With a series of numerical simulations we show how the fracture pattern and seismicity change depending on changes in depth, injection rate, Young's Modulus and breaking strength. Our simulations indicate that the Young's Modulus has the largest influence on the fracture dynamics and the related seismicity. Simulations of rocks with a Young's modulus smaller than 10 GPa show dominant mode I failure and a growth of fracture aperture with a decrease in Young's modulus. Simulations of rocks with a Young's modulus higher than 10 GPa show fractures with a constant aperture and fracture growth that is mainly governed by a growth in crack length and an increasing amount of mode II failure. These results are very important for the prediction of fracture dynamics and seismicity during fluid injection, especially since we see a transition from one failure regime to another at around 10 GPa, a Young's modulus that lies in the middle of possible values for natural shale rocks.
引用
收藏
页码:2771 / 2789
页数:19
相关论文
共 53 条
[1]  
Aki K., 2002, Quantitative Seismology, V2
[2]  
[Anonymous], 2005, Fracture Mechanics: Fundamentals and Applications
[3]  
[Anonymous], VAIL ROCKS 1999 37 U
[4]   HDR/HWR reservoirs:: concepts, understanding and creation [J].
Baria, R ;
Baumgärtner, J ;
Rummel, F ;
Pine, RJ ;
Sato, Y .
GEOTHERMICS, 1999, 28 (4-5) :533-552
[5]  
Ben Zeev S, 2017, POROMECHANICS VI: PROCEEDINGS OF THE SIXTH BIOT CONFERENCE ON POROMECHANICS, P107
[6]  
Bons P., 2007, MICRODYNAMICS SIMULA
[7]  
Carman P.C., 1937, Transactions, Institution of Chemical Engineers, London, V15, P150, DOI DOI 10.1016/S0263-8762(97)80003-2
[8]   Sinking during earthquakes: Critical acceleration criteria control drained soil liquefaction [J].
Clement, C. ;
Toussaint, R. ;
Stojanova, M. ;
Aharonov, E. .
PHYSICAL REVIEW E, 2018, 97 (02)
[9]   Seepage forces, important factors in the formation of horizontal hydraulic fractures and bedding-parallel fibrous veins ('beef' and icone-in-cone) [J].
Cobbold, P. R. ;
Rodrigues, N. .
GEOFLUIDS, 2007, 7 (03) :313-322
[10]  
Detournay E., 1993, Fundamentals of Poroelasticity, V1, P113