The study of geotechnical properties of Aghajari sandstones in the eastern and southeastern Ahwaz city

Authors

1 Prof. in Engineering geology, Bu-Ali Sina University, Geology Department, Hamedan

2 Associate Prof. in Sedimentology, Bu-Ali Sina University, Geology Department, Hamedan

3 PhD student in Engineering geology, Bu-Ali Sina University, Geology Department, Hamedan

4 Postgraduate student in Engineering geology, Bu-Ali Sina University, Geology Department, Hamedan

Abstract

A major part of eastern and southeastern Ahwaz city consists of Aghajari sandstone outcrops. These rocks are one of the problematic rocks which are used extensively as aggregate(s). In this study, the grey sandstones from five sites in the eastern and southeastern Ahwaz were sampled in order to assess geotechnical properties and behavior of them. Their petrographical characteristics, physical and index properties as well as mechanical properties were determined. Samples were tested using Schmidth hammer hardness, slake durability, aggregate impact value­(AIV), point load, uniaxial compressive strength, Brazilian tensile strength, and wave velocity tests. The study revealed that the discrepancy in petrographical, physical, and index features of the sandstones caused to a marked difference in their mechanical properties. Using simple regression analyses and SPSS 19 software, the relations among geotechnical properties were examined. These equations have been as linear, logarithmic, and exponential functions. Also, for 95% confidence level, t- and F-tests confirmed the significance and validity of the suggested equations. In order to lessen the time and cost of projects, therefore, these suggested equations can be applied in estimating of geotechnical properties of the rocks.
 
 

Keywords


قبادی.م.ح.،1377، خطرات زیست محیطی در شرق اهواز، اولین کنفرانس زمین شناسی مهندسی و محیط زیست ایران، تهران، ص 803-814.
قبادی.م.ح.،1381، رابطه لیتولوژی و دوام در ناپایداری شیب­های سنگی(مطالعه موردی)، مجله علوم دانشگاه شهید چمران اهواز، شماره 8، ص 1- 16.
قبادی.م.ح.، موسوی.س.، خدابخش.س.،1387، نقش هوازدگی دراز مدت در شناخت ویژگیهای زمین شناسی مهندسی ماسه سنگهای سازند آغاجاری در محل سد خیرآباد­(شهرستان بهبهان)، مجله علوم دانشگاه بوعلی سینا همدان، جلد 5، ص 69-80.
ASTM D2845, 2000, Standard test method for laboratory determination of pulse velocities and ultrasonic elastic constants of rock, Annual book of ASTM Standards, Vol: 14.02. American Society for Testing and Materials, Philadelphia, PA.
Bieniawski, Z.T., 1975, The point load test in geotechnical practice, Engineering Geology, Vol: 9, p1-11.
Bell, F.G., 1978, The physical and mechanical properties of the Fell Sandstones, Northumberland, England, Engineering Geology, Vol: 12, p: 11–29.
Bell, F.G., 1993, Durability of carbonate rock as building stone with comments on its preservation, Environmental Geology, Vol: 21, p: 187-200.
Bell, F.G., Lindsay, P., 1999, The petrographic and geomechanical properties of some sandstones from the Newspaper Member of the Natal Group near Durban, South Africa, Engineering Geology, Vol:53, p: 57–81.
Boggs, S., 2009, Petrology of sedimentary rocks, Cambridge university press, London, England.
BS 812, 1990, Methods for determination of aggregate impact value­(AIV), British Standard Institute, London, England.
Brown, E.T., 1981. Rock characterization testing & monitorig ISRM suggested methods. Pergaman Press.
Cargill, J. S., Shakoor, A., 2004, Evaluation of empirical methods for measuring the uniaxial compressive strength of rock, International Journal of Rock Mechanics and Mining Science & Geomechanics Abstract, Vol: 27, No: 6, p: 495-503.
Chang, C., Zoback, M.D., Khaksar, A., 2006, Empirical relations between rock strength and physical properties in sedimentary rocks, Journal of Petroleum Science and Engineering, Vol: 51, p: 223–237.
Deere, D.U. and Miller, R.P., 1966, Engineering classification and index properties for intact rock, Technical report AFWLTR- 65-116, A.F. Weapons Laboratory, Kirtland AFB, NM.
Deere, D.U., 1968, Geological consideration, In: Rock mechanics in engineering practice(edited by K.G. Stagg and D.C. Zienkiewicz), Wiley, London, England.
Dobereiner, L., De Freitas, M.H., 1986, Geotechnical properties of weak sandstone. Geotechnique, Vol: 36, p: 79–94.
17-Folk, R.L., 1974, Petrology of sedimentary rocks, Hemphill Publishing Company, Texas, USA.
Fahy, M.P. and Guccione, M.J., 1979. Estimating strength of sandstone using petrographic thin-section, Bulletin association of engineering geology and environment, Vol.,16, p: 467-485.
Gamble, J.C., 1971, Durability-plasticity classification of shales and other argillaceous rocks, Ph.D. thesis, University of Illinois, USA.
Ghobadi, M.H.and Mousavi, S.  2012 . The effect of pH and salty solutions on durability of sandstones of the Aghajari Formation in Khouzestan province, southwest of Iran. Arabian Journal of Geosciences. DOI: 10.1007/s12517-012-0741-0.
Gokceoglu, C., Zorlu, K., 2004, A fuzzy model to predict the uniaxial compressive strength and themodulus of elasticity of a problematic rock, Engineering Applications of Artificial Intelligence, Vol: 17, p: 61–72.
Goodman, R.E., 1989, Introduction to rock mechanics, John Wiley & Sons, New York, USA.
Gupta, V., Sharma, R., 2012, Relationship between textural, petrophysical and mechanical properties of quartzites: A case study from northwestern Himalaya, Engineering Geology, Vol: 135-136, p: 1–9.
Hsieh, Y.M., Li, H.H., Huang, T.H., Jeng, F.S., 2008, Interpretations on how the macroscopic mechanical behavior of sandstone affected by microscopic properties—revealed by bonded-particle model, Engineering Geology, Vol: 99, p: 1–10.
James, G.A., Wynd, J.G., 1965, Stratigraphic nomenclature of Iranian Oil Consortium Agreement Area, Bulletin of American Association of Petroleum Geology, Vol: 49, No: 12, p: 2182-2245.
Macleod, J.H., 1969, Geological compilation map of Ahwaz(1:100000), Iranian oil operating companies
Peng, S., Zhang, J., 2007, Engineering geology for underground rocks, Springer-Verlag, Berlin, Germany.
Shakoor, A., Bonelli, R.E., 1991, Relationship between petrophysical characteristics, engineering index properties and mechanical properties of selected sandstones. Bulletin of the Association of Engineering Geologists, Vol: 28, p: 55–71.
Tamrakar, N.K., Yokota, S., Shrestha, S.D., 2007, Relationships among mechanical, physical and petrographic properties of Siwalik sandstones, Central Nepal Sub-Himalayas, Engineering Geology, Vol: 90, p: 105–123.
Tugrul, A., 2004, The effect of weathering on pore geometry and compressive strength of selected rock types from, Turkey. Engineering Geology, Vol: 75, No: 3–4, p: 215–227.
Ulusay, R., Tureli, K., Ider, M.H., 1994, Prediction of engineering properties of a selected litharenite sandstone from its petrographic characteristics using correlation and multivariable statistical techniques. Engineering Geology, Vol: 37, p: 135–157.
32
Vasarhelyi, B., 2003, Some observations regarding the strength and deformability of sandstones in dry and saturated condition, Bulletin of Engineering Geology and Environment, Vol:62, p: 245-249.
Weng, M. C., Jeng, F. S., Huang, T. H., and Lin, M. L., 2005, Characterizing the deformation behaviour of Tertiary sandstones. International Journal of Rock Mechanics and Mining Science, Vol: 42, p: 388-401.
Yasar, E., Ranjith, P.G., Perera, M.S.A., 2010, Physico-mechanical behaviour of southeastern Melbourne sedimentary rocks, International Journal of Rock Mechanics and Mining Science, Vol: 47, p: 481-487.
Yates, P.G.J., 1992, The material strength of sandstones of the Sherwood Sandstone Group of North Staffordshire with reference to microfabric. Quarterly Journal of Engineering Geology, Vol: 25, p: 107–113.
Zorlu, K., Gokceoglu, C., Ocakoglu, F, Nefeslioglu, H.A., Acikalin, S., 2008, Prediction of uniaxial compressive strength of sandstones using petrography-based models, Engineering Geology, Vol: 96, p: 141–158.