[1]

Abdelaali, R., Abderrahim, B., Mohamed, B., Yves, G., Abderrahim, S., Mimoun, H., and Jamal, S. (2013). Prediction of porosity and density of calcarenite rocks from P-wave velocity measurements. International Journal of Geosciences. Google Scholar

[2]

Akram, M. S., Farooq, S., Naeem, M., and Ghazi, S. (2017). Prediction of mechanical behaviour from mineralogical composition of Sakesar limestone, Central Salt Range, Pakistan. Bulletin of Engineering Geology and the Environment, 2(76), 601-615. Google Scholar

[3]

Aoki, H., and Matsukura, Y. (2008). Estimating the unconfined compressive strength of intact rocks from Equotip hardness. Bulletin of Engineering Geology and the Environment, 67(1), 23-29. Google Scholar

[4]

Başpınar, M. S. and E. Kahraman (2011). “Modifications in the properties of gypsum construction element via addition of expanded macroporous silica granules.” Construction and Building materials 25(8): 3327-3333 Google Scholar

[5]

Bell, F.G. (1981) ‘Geotechnical Properties of Some Evaporitic Rocks’, *Bulletin 24 of the International Association of Engineering Geology*, pp. 137-144. Google Scholar

[6]

Bednarik, M., Moshammer, B., Heinrich, M., Holzer, R., Laho, M., Rabeder, J., and Unterwurzacher, M. (2014). Engineering geological properties of Leitha Limestone from historical quarries in Burgenland and Styria, Austria. Engineering Geology, 176, 66-78. Google Scholar

[7]

Chen, J. F. (1989). The development of the Cracked-Chevron-Notched Brazilian Disc method for rock fracture toughness measurement and tunnelling machine performance prediction. Google Scholar

[8]

Dreybrodt, W., Romanov, D. and Gabrovsek, F. (2002) ‘Karstification below Dam Sites: a Model of Increasing Leakage from Reservoirs’, *Environmental Geology*, 42, pp. 518-524. Google Scholar

[9]

Fjar, E., Holt, R. M., Raaen, A. M., Risnes, R., and Horsrud, P. (2008). Petroleum related rock mechanics (Vol. 53). Elsevier. Google Scholar

[10]

Guimin, Z., Yinping, L., Chunhe, Y., and Wenjun, J. (2012). Relationship Between Shear Stress and Shear Strain at Post-peak Curves of Rocks Subjected to Direct Shear Tests. In 46th US Rock Mechanics/Geomechanics Symposium. American Rock Mechanics Association. Google Scholar

[11]

Han, D. H., Nur, A., and Morgan, D. (1986). Effects of porosity and clay content on wave velocities in sandstones. Geophysics, 51(11), 2093-2107.Google Scholar

[12]

Heidari, M., Khanlari, G. R., Kaveh, M. T., & Kargarian, S. (2012). Predicting the uniaxial compressive and tensile strengths of gypsum rock by point load testing. Rock mechanics and rock engineering, 45(2), 265-273. Google Scholar

[13]

Heap, M. J. (2009). Creep: Time dependent brittle deformation in rocks (Doctoral dissertation, UCL (University College London)), London, England. Google Scholar

[14]

Johnson, K. S. (2005). Salt dissolution and subsidence or collapse caused by human activities. *Reviews in Engineering Geology*, *16*, 101-110. Google Scholar

[15]

Jensen, S. S. (2016). Experimental Study of Direct Tensile Strength in Sedimentary Rocks (Master’s thesis, NTNU). Google Scholar

[16]

Katz, O., Reches, Z., and Roegiers, J. C. (2000). Evaluation of mechanical rock properties using a Schmidt Hammer. International Journal of Rock Mechanics and Mining Sciences, 37(4), 723-728. Google Scholar

[17]

Kahraman, S. (2007). The correlations between the saturated and dry P-wave velocity of rocks. Ultrasonics, 46(4), 341-348. Google Scholar

[18]

Karakus, M., Kumral, M., and Kilic, O. (2005). Predicting elastic properties of intact rocks from index tests using multiple regression modelling. International Journal of Rock Mechanics and Mining Sciences, 42(2), 323-330. Google Scholar

[19]

Klimchouk, A. (1996) ‘The Dissolution and Conversion of Gypsum and Anhydrite’ *Int*. *J*. *Speleol*., 25 (3-4), pp. 21-36. Google Scholar

[20]

Kurtuluş, C., Sertçelik, F., and Sertçelik, I. (2016). Correlating physico-mechanical properties of intact rocks with P-wave velocity. Acta Geodaetica et Geophysica, 51(3), 571-582. Google Scholar

[21]

Liang, W., Yang, X., Gao, H., Zhang, C., Zhao, Y., & Dusseault, M. B. (2012). Experimental study of mechanical properties of gypsum soaked in brine. *International Journal of Rock Mechanics and Mining Sciences*, *53*, 142-150 Google Scholar

[22]

Meng, Z., and Pan, J. (2007). Correlation between petrographic characteristics and failure duration in clastic rocks. Engineering geology, 89(3), 258-265. Google Scholar

[23]

Milliman, J., Müller, G., and Förstner, F. (2012). Recent sedimentary carbonates: Part 1 marine carbonates. Springer Science and Business Media. Google Scholar

[24]

Moos, D., Peska, P., Finkbeiner, T., and Zoback, M. (2003). Comprehensive wellbore stability analysis utilizing quantitative risk assessment. Journal of Petroleum Science and Engineering, 38(3), 97-109. Google Scholar

[25]

Momeni, E., Armaghani, D. J., Hajihassani, M., and Amin, M. F. M. (2015). Prediction of uniaxial compressive strength of rock samples using hybrid particle swarm optimization-based artificial neural networks. Measurement, 60, 50-63. Google Scholar

[26]

Mohammed, A. S., and Vipulanandan, C. (2014). Compressive and tensile behavior of polymer treated sulfate contaminated CL soil. Geotechnical and Geological Engineering, 32(1), 71-83.Google Scholar

[27]

Mohammed, A., and Vipulanandan, C. (2015). Testing and modeling the short-term behavior of Lime and Fly Ash treated sulfate contaminated CL soil. Geotechnical and Geological Engineering, 33(4), 1099-1114.Google Scholar

[28]

Mohammed, A. S. (2016). Effect of temperature on the rheological properties with shear stress limit of iron oxide nanoparticle modified bentonite-drilling muds. Egyptian Journal of Petroleum. Google Scholar

[29]

Mohammed, A. S. (2017a). Electrical resistivity and rheological properties of sensing bentonite-drilling muds modified with lightweight polymer. Egyptian Journal of Petroleum. Google Scholar

[30]

Mohammed, A. (2017 b). Vipulanandan model for the rheological properties with ultimate shear stress of oil well cement modified with nanoclay, .CrossrefGoogle Scholar

[31]

Mohammed, A. S. (2017 c). Property Correlations and Statistical Variations in the Geotechnical Properties of (CH) Clay Soils. Geotechnical and Geological Engineering, 1-15.Google Scholar

[32]

Nam, M. S., and Vipulanandan, C. (2010). Relationship between Texas Cone Penetrometer Tests and Axial Resistances of Drilled Shafts Socketed in Clay Shale and Limestone. Journal of Geotechnical and Geoenviromental Engineering, 136(8), 1161-1165. Google Scholar

[33]

Omar, M. (2017). Empirical correlations for predicting strength properties of rocks–United Arab Emirates. International Journal of Geotechnical Engineering, 11(3), 248-261. Google Scholar

[34]

Okewale, I. A., and Olaleye, B. M. Correlation of Strength Properties of Limestone Deposit in Ogun State, Nigeria with Penetration Rate Using Linear Regression Analysis for Engineering Applications. Google Scholar

[35]

Ozturk, C. A., and Nasuf, E. (2013). Strength classification of rock material based on textural properties. Tunnelling and Underground Space Technology, 37, 45-54. Google Scholar

[36]

Papadopoulos, Z., Kolaiti, E., & Mourtzas, N. (1994). The effect of crystal size on geotechnical properties of Neogene gypsum in Crete. Quarterly Journal of Engineering Geology and Hydrogeology, 27(3), 267-273. Google Scholar

[37]

Parent, T., Domede, N., Sellier, A., and Mouatt, L. (2015). Mechanical characterization of limestone from sound velocity measurement. International Journal of Rock Mechanics and Mining Sciences, 79, 149-156. Google Scholar

[38]

Rajabzadeh, M. A., Moosavinasab, Z., and Rakhshandehroo, G. (2012). Effects of rock classes and porosity on the relation between uniaxial compressive strength and some rock properties for carbonate rocks. Rock mechanics and rock engineering, 45(1), 113-122. Google Scholar

[39]

Richard, T., Dagrain, F., Poyol, E., and Detournay, E. (2012). Rock strength determination from scratch tests. Engineering Geology, 147, 91-100. Google Scholar

[40]

Sachpazis, C. I. (1990). Correlating Schmidt hardness with compressive strength and Young’s modulus of carbonate rocks. Bulletin of Engineering Geology and the Environment, 42(1), 75-83. Google Scholar

[41]

Sabatakakis, N., Koukis, G., Tsiambaos, G., and Papanakli, S. (2008). Index properties and strength variation controlled by microstructure for sedimentary rocks. Engineering Geology, 97(1), 80-90. Google Scholar

[42]

Sarno, A., Farah, R., Hudyma, N., and Hiltunen, D. R. (2009). Relationships between index and physical properties of weathered Ocala limestone. In 43rd US Rock Mechanics Symposium and 4th US-Canada Rock Mechanics Symposium. American Rock Mechanics Association. Google Scholar

[43]

Salih, N. B. (2013). Stability of dams constructed on problematic substrates (Doctoral dissertation, Brunel University School of Engineering and Design PhD Theses). Google Scholar

[44]

Salih, N., and Mohammed, A. (2017). Characterization and modeling of long-term stress-strain behavior of water confined pre-saturated gypsum rock in Kurdistan Region, Iraq. Rock mechanics and geotechnical engineering, 9 (5), 10.1016/j.jrmge.2017.03.009. Google Scholar

[45]

Schmidt, R. A. (1976). Fracture-toughness testing of limestone. Experimental Mechanics, 16(5), 161-167. Google Scholar

[46]

Selçuk, L., & Kayabali, K. (2015). Evaluation of the unconfined compressive strength of rocks using nail guns. Engineering Geology, 195, 164-171. Google Scholar

[47]

Selçuk, L., and Nar, A. (2016). Prediction of uniaxial compressive strength of intact rocks using ultrasonic pulse velocity and rebound-hammer number. Quarterly Journal of Engineering Geology and Hydrogeology, 49(1), 67-75, Google Scholar

[48]

Singh, M. V., Chhabra, R., & Abrol, I. P. (1987). Interactions between applications of gypsum and zinc sulphate on the yield and chemical composition of rice grown on an alkali soil. *The Journal of Agricultural Science*, *108*(2), 275-279. Google Scholar

[49]

Singh, M., Samadhiya, N. K., Kumar, A., Kumar, V., and Singh, B. (2015). A nonlinear criterion for triaxial strength of inherently anisotropic rocks. Rock Mechanics and Rock Engineering, 48(4), 1387-1405. Google Scholar

[50]

Swapnil, K., Kim, Min-Gu and Vipulanandan, C. (2004) “Nondestructive Properties of Clay shale and Limestone in Dallas, Texas”, Proceeding (CD), ARA/NARMS 04-559, American Rock Mechanics Association, Houston, Texas, June 6, 2004. Google Scholar

[51]

Tiwari, R. P., and Rao, K. S. (2007). Response of an anisotropic rock mass under polyaxial stress state. Journal of materials in civil engineering, 19(5), 393-403.Google Scholar

[52]

Tugrul, A., and Zarif, I. H. (2000). Engineering aspects of limestone weathering in Istanbul, Turkey. Bulletin of Engineering Geology and the Environment, 58(3), 191-206. Google Scholar

[53]

Tuncay, E. B., Kilinçarslan, Ş., & Yağmurlu, F. (2016). Investigation of Usability as Aggregate of Different Originated Rocks. In IOP Conference Series: Earth and Environmental Science (Vol. 44, No. 2, p. 022002). IOP Publishing. Google Scholar

[54]

Usluogullari, O. F., and Vipulanandan, C. (2011). Stress-strain behavior and California bearing ratio of artificially cemented sand. Journal of Testing and Evaluation, 39(4), 1-9. Google Scholar

[55]

Vipulanandan, C., Ahossin Guezo, Y. J., and Bilgin, Ö. (2007). Geotechnical properties of marine and deltaic soft clays. In Advances in Measurement and Modeling of Soil Behavior, ASCE, GSP 173, pp. 1-13. Google Scholar

[56]

Vipulanandan, C. and Nam, E. (2009), “Drilled Shaft Socketed in Uncemented Clay Shale,” Proceedings, Foundation Congress 2009, Contemporary Topics in Deep Foundations, ASCE, GSP 185, pp. 151-158. Google Scholar

[57]

Vipulanandan, C., and Mohammed, A. S. (2014). Hyperbolic rheological model with shear stress limit for acrylamide polymer modified bentonite-drilling muds. Journal of Petroleum Science and Engineering, Vol. 122, 38-47. Google Scholar

[58]

Vipulanandan, C., and Mohammed, A. S. (2015 a). Characterizing the Hydraulic Fracturing Fluid Modified with Nano Silica Proppant. AADE-15-NTCE-38, CD Proceeding, San Antonio, Texas, April 2015. Google Scholar

[59]

Vipulanandan, C., and Mohammed, A. (2015 b) Effect of nanoclay on the electrical resistivity and rheological properties of smart and sensing bentonite drilling muds. Journal of Petroleum Science and Engineering, 130, 86-95.Google Scholar

[60]

Vipulanandan, C., and Mohammed, A. (2015 c) XRD and TGA, Swelling and Compacted Properties of Polymer Treated Sulfate Contaminated CL Soil. Journal of Testing and Evaluation, 44(6), 2270-2284.Google Scholar

[61]

Vipulanandan, C., and Mohammed, A. (2015 d) Smart cement modified with iron oxide nanoparticles to enhance the piezoresistive behavior and compressive strength for oil well applications. Smart Materials and Structures, 24(12), 125020.Google Scholar

[62]

Vipulanandan, C., and Mohammed, A. (2015 e) Smart cement rheological and piezoresistive behavior for oil well applications. Journal of Petroleum Science and Engineering, 135, 50-58.Google Scholar

[63]

Vipulanandan, C., and Mohammed, A. (2017a). Rheological Properties of Piezoresistive Smart Cement Slurry Modified With Iron-Oxide Nanoparticles for Oil-Well Applications. Journal of Testing and Evaluation, 45(6).Google Scholar

[64]

Vipulanandan, C., Mohammed, A., and Samuel, R. G. (2017). Smart Bentonite Drilling Muds Modified with Iron Oxide Nanoparticles and Characterized Based on the Electrical Resistivity and Rheological Properties with Varying Magnetic Field Strengths and Temperatures. OTC-MS-270626.Google Scholar

[65]

Yin, S., Zhou, W., Shan, Y., Ding, W., Xie, R., & Guo, C. (2017). Assessment of the geostress field of deep-thick gypsum cap rocks: A case study of Paleogene Formation in the southwestern Tarim Basin, NW China. Journal of Petroleum Science and Engineering, 154, 76-90. Google Scholar

[66]

You, M. (2015). Strength criterion for rocks under compressive-tensile stresses and its application. Journal of Rock Mechanics and Geotechnical Engineering, 7(4), 434-439Google Scholar

[67]

Zhang, Z. X. (2002). An empirical relation between mode I fracture toughness and the tensile strength of rock. International Journal of Rock Mechanics and Mining Sciences, 39(3), 401-406. Google Scholar

[68]

Zoback, M. D., Barton, C. A., Brudy, M., Castillo, D. A., Finkbeiner, T., Grollimund, B. R., and Wiprut, D. J. (2003). Determination of stress orientation and magnitude in deep wells. International Journal of Rock Mechanics and Mining Sciences, 40(7), 1049-1076. Google Scholar

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