شرکت ملی مناطق نفت خیز جنوب، 1392. نقشه میادین نفتی حوضه زاگرس (منتشرنشده).
مطیعی، ه، 1370. چینهشناسی زاگرس: سازمان زمینشناسی و اکتشاف معدنی کشور.
Adams, F. D., 1912. An experimental contribution to the question of the depth of the zone of flow in the earth's crust: Journal of Geology, 20 ( 2): 97-118.
Al-Ajmi, A. M. and Zimmerman, R. W. ,2006. Stability analysis of vertical boreholes using the Mogi–Coulomb failure criterion: International Journal of Rock Mechanics and Mining Sciences, 43(
8):1200–1211.
Alsayed, M, 2002. Utilising the Hoek triaxial cell for multiaxial testing of hollow rock cylinders: International Journal of Rock Mechanics and Mining Science.
39(3): 355–366.
Bandis, S. C., Lindman, J. and Barton, N. ,1987. Three-dimensional stress state and fracturing around cavities in overstressed weak rock: 6th ISRM Congress.
Bell, J. and Bachu, S., 2003. In situ stress magnitude and orientation estimates for Cretaceous coal-bearing strata beneath the plains area of central and southern Alberta: Bulletin of Canadian PetroleumGeology. 51(1): 1-28.
Bridgman, P. , 1918. The failure of cavities in crystals and rocks under pressure: American Journal of Science. 4(4): 243-268.
Brown, E.T. (ed), 1981. “Suggested Methods for Determining Indirect Tensile Strength of Rock Materials By The Brazil Test”, Rock Characterization, Testing and Monitoring I.S.R.M, Suggested Methods, Pergamon Press, Oxford, PP 120/121.
Brown, E.T.(1981), “Rock characterization, testing and monitoring, ISRM suggested methods” Pergamon Press, Oxford, UK, PP 107-110.
Dresen, G., Stanchits, S., and Rybacki, E. , 2010. Borehole breakout evolution through acoustic emission location analysis: International Journal of Rock Mechanics and Mining Sciences.
47 (3): 426–435.
Elkadi, A., Van Mier, J. , 2004. Scaled hollow-cylinder tests for studying size effect in fracture processes of concrete: 5th International conference on fracture mechanics of concrete and concrete structures.
Ewy, R. & Cook, N. , 1990. Deformation and fracture around cylindrical openings in rock—I. Observations and analysis of deformations: International Journal of Rock Mechanics and Mining Sciences & Geomechanics.
27(5): pp 387–407.
Fjar, E., Holt, R. M., Raaen, A., Risnes, R., and Horsrud, P., 2008. Petroleum related rock mechanics: Elsevier, Radawage 29: 211.
Gay, N. , 1973. Fracture growth around openings in thick-walled cylinders of rock subjected to hydrostatic compression: International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, Elsevie:
10 (3): 209–218.
Haimson, B., 2007. Micromechanisms of borehole instability leading to breakouts in rocks: International Journal of Rock Mechanics and Mining Science.
44(2):157–173.
Hoek, E. and Franklin, J. A. , 1967. A simple triaxial cell for field or laboratory testing of rock: Imperial College of Science and Technology, University of London, Trans. Instn Min. Metall. 77: 22- 26.
Hoskins, E. , 1969. The failure of thick-walled hollow cylinders of isotropic rock: International Journal of Rock Mechanics and Mining Sciences & Geomechanics.
6 (1): 99–116.
ISRM, 1979a. Suggested method for determining water content, porosity,density, absorption and related properties and swelling and slake durability index properties. Int J Rock Mech Min Sci. 66: 141–156.
ISRM, 1979b. Suggested methods for determining the Uniaxial Compressive Strength and Deformability of Rock Materials: Int J Rock Mech Min Sci Geomech Abstr. 99–103.
ISRM, 1978a. Suggested methods for determining the Strength of Rock Materials in Triaxial Compression: Int J Rock Mech Min Sci Geomech Abstr. 15: 47-51.
ISRM, 1978b. Suggested methods for determining tensile strength of rock materials: Int J Rock Mech Min Sci Geomech Abstr. 15:99–103.
10.1016/0148-9062(78)90003-7
Khan,S.A.I., 2006. Wellbore stability during underbalanced drilling: in Masters Abstracts International. 45(03).
King, L. V., 1912. On the limiting strength of rocks under conditions of stress existing in the earth's interior: The Journal of Geology. 20( 2) : 119-138.
Papamichos, E., Liolios, P. and Van Den Hoek, P. , 2004. Breakout stability experiments and analysis: Gulf Rocks the 6th North America Rock Mechanics Symposium (NARMS), American Rock Mechanics Association.
Pašić, B, N., 2007. Gaurina Međimurec, and D. Matanović. Wellbore instability: causes and consequences: Rudarsko-geološko-naftni zbornik . 19(1): 87-98.
Perie, P. and Goodman, R. , 1989. Evidence of new failure patterns in a thick-walled cylinder experiment: Proc. 12th ETCE/ASME Conf. 22: 23-27.
Robertson, E. C. , 1955. Experimental study of the strength of rocks; Geological Society of America Bulletin. 66(10): 1275-1314.
Santarelli, F. & Brown, E. , 1989. Failure of three sedimentary rocks in triaxial and hollow cylinder compression tests: International Journal of Rock Mechanics and Mining Sciences & Geomechanics.
26(5): 401–413.
Suggested Method for Determining Strength of Rock Materials in Triaxial Compression": Revised Version, Int. J. of Rock Mech. Min. Sci. & Geomech Abstr., Vol 20, No.6, Pp. 283-290, May 1983 (I.S.R.M).
Suggested Methods for Determining the Uniaxial Compressive strength and Deformability of Rock Materials”. Rock Characterization, Testing and Monitoring – ISRM Suggested Methods, E.T. Brown (editor) Pergamon Press, Oxford, 1981, PP 113-116.
Warlick, L., Abass, H., Khan, M., Pardo Techa, C., Tahini, A., Shehri, D., Badairy, H., Shobaili, Y., Finkbeiner, T. & Perumalla, S. , 2009. Evaluation of Wellbore Stability during Drilling and Production of Open Hole Horizontal Wells in a Carbonate Field: In SPE Saudia Arabia Section Technical Symposium. Society of Petroleum Engineers.
Wang, J. Wan, R. Settari, A. and Walters, D., 2005. Prediction of volumetric sand production and wellbore stability analysis of a well at different completion schemes: in Alaska Rocks 2005.The 40th US Symposium on Rock Mechanics (USRMS) held in Anchorage, Alaska, June 25-29, USRMS 05-842.
Younessi, A. V. Rasouli, and B. Wu. , 2012. The Effect of Stress AnisotropyOn Sanding: An Experimental Study: in 46th US Rock Mechanics/Geomechanics Symposium.
Zoback, M. D., 2010. Reservoir geomechanics: The Edinburgh building. Cambridge CB2 8RU, UK.