ISRM suggested method for step-rate injection method for fracture in-situ properties (SIMFIP): Using a 3-components borehole deformation sensor

Rock Mechanics and Rock Engineering

Volumn 47, Issue 1, 2013, Pages 303-311

  Guglielmi, Yves ^a   Cappa, Frederic ^a   Lancon, Herve ^b   Janowczyk, Jean Bernard ^c   Rutqvist, Jonny ^d   Tsang, C F ^d,e,f   Wang, J S Y ^d  

^a AIX MARSEILLE UNIVERSITY   (France)

^b UNIVERSITÉ DE NICE SOPHIA ANTIPOLIS   (France)

^c SITES SA   (France)

^d PETROMETALIC   (France)

^e LAWRENCE BERKELEY NATIONAL LABORATORY   (United States)

^f UPPSALA UNIVERSITY   (Sweden)

Author keywords

[No Author keywords available]

Indexed keywords

BOREHOLES; DEFORMATION; PACKERS; ROCK MECHANICS; SLOPE STABILITY;

DEFORMATION MEASUREMENTS; FRACTURE PROPERTY; FRACTURES AND FAULTS; GRAVITATIONAL STABILITIES; INJECTION METHOD; PRESSURE DEFORMATION; ROCK SLOPE; ROCK STABILITY; SITU PROPERTIES; STABILITY PROBLEM;

FRACTURE;

BOREHOLE; DEFORMATION MECHANISM; FAULT; FLUID INJECTION; FRACTURE; GRAVITY FIELD; IN SITU MEASUREMENT; PRESSURE EFFECT; ROCK MECHANICS; SEALING; SENSOR; THREE-DIMENSIONAL MODELING;

EID: 84893721847     PISSN: 07232632     EISSN: None     Source Type: Journal    
DOI: 10.1007/s00603-013-0517-1     Document Type: Article

References (24)

1. Amadei B, Wobowo J, Sture S, Price RH (1998) Applicability of existing models to predict the behavior of replicas of natural fractures of welded tuff under different boundary conditions. Geotech Geo Eng 16:79-128
2. Arthaud F (1969) Méthode de détermination graphique des directions de raccourcissement, d'allongement et intermédiaire d'une population de failles. Bull Soc Géol de France 7(XI):729-737
3. Barton N, Bandis S (1990) Review of predictive capabilities of JRCJCS model in engineering practice. In: Barton N, Stephansson SG (eds) Rock joints, vol 5. Balkema, Rotterdam, pp 603-610 (ISBN:90 6191 109)
4. Barton N, Choubey V (1977) Shear strength of rock joints in theory and practice. Int J Rock Mech Sci Geomech Abstr 10:1-54
5. Cappa F, Guglielmi Y, Fénart P, Merrien-Soukatchoff V, Thoraval A (2005) Hydromechanical interactions in a fractured carbonate reservoir inferred from hydraulic and mechanical measurements. Int J Rock Mech Min Sci 42:287-306
6. Cappa F, Guglielmi Y, Rutqvist J, Tsang C-F, Thoraval A (2008) Estimation of fracture flow parameters through numerical analysis of hydromechanical pulses. Water Resour Res 44(W11408):1-15
7. Cooper HH, Bredehoeft JD, Papadopoulos IS (1967) Response of a finite-diameter well to an instantaneous charge of water. Water Resour Res 3(1):263-269
8. Guglielmi Y, Cappa F, Rutqvist J, Tsang C-F, Thoraval A (2008) Mesoscale characterization of coupled hydromechanical behavior of a fractured-porous slope in response to free water-surface movement. Int J Rock Mech Min Sci 42:852-878
9. Hack HRGK (1993) Slopes in rock. Proc An Overview of Engineering Geology in the Netherlands Ed DIG, Technical University Felft, The Netherlands, pp 111-119
10. Haimson BC, Cornet FH (2003) ISRM suggested methods for rock stress estimation-Part 3: hydraulic fracturing (HF) and/or hydraulic testing of pre-existing fractures (HTPF). Int J R Mech Min Sci 40:1011-1020
11. Hoek E, Bray J (1974) Rock slope engineering. Institution of Mining and Metallurgy, London
12. ISRM (2007) The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974-2006. In: Ulusay R, Hudson JA (eds) Suggested methods prepared by the commission on testing methods, International Society for Rock Mechanics, compilation arranged by the ISRM Turkish National Group, KozanOfset, Ankara, Turkey
13. Jaeger JC, Cook NGW, Zimmerman R (2007) Fundamentals of rock mechanics, 4th edn. Blackwell, Oxford, p 475
14. Ladanyi B, Archambault G (1970) Simulation of shear behaviour of a jointed rock mass. In: Proceedings of the 11th Symp. On Rock Mech. (AIME), pp 105-125
15. McFarland J, Morris A, Bichon B, Riha D, Ferrill D, McGinnis R (2011) Geological stress state calibration and uncertainty analysis. Structural dynamics, vol. 3. In: Conference Proceedings of the Society for Experimental Mechanics Series, pp 557-570
16. Morris A, Ferrill DA, Henderson DB (1996) Slip-tendency analysis and fault reactivation. Geology 24(3):275-278
17. Patton FD (1966) Multiple modes of shear of failure in rock. Proceedings of 1st Cong Int Soc Rock Mech, Lisbon, pp 509-513
18. Plesha ME (1987) Constitutive models for rock discontinuities with dilatancy and surface degradation. Int J Numer Anal Meth Geomech 11:345-362
19. Rutqvist J, Tsang CF, Stephansson O (1998) Determination of fracture storativity in hard rocks using high pressure testing. Water Resour Res 34:2551-2560
20. Saeb S, Amadei B (1992)Modelling rock joints under shear and normal loading. Int J Rock Mech Min Sci Geomech Abstr 29:267-278
21. Schweisinger T, Swenson EJ, Murdoch LC (2009) Introduction to hydromechanical well tests in fractured rock aquifers. Groundwater 47(1):69-79
22. Vasco DW (2009) Modeling broad-band poroelastic propagation using an asymptotic approach. PDF from scholarship.org. Geophys J Int Wiley Online Libr 179(1):299-318
23. Vasco DW, Minkoff SE (2009) Modelling flow in a pressuresensitive, heterogeneous medium. Geophys J Int 179:972-989
24. Witherspoon PF, Wang JSY, Iwai K, Gale JE (1980) Validity of cubic law for fluid flow in a deformable rock fracture. Water Resour Res 16(6):1016-1024