Geological evolution and swelling potentiality of Paleonile Clays in Nile Valley, east Sohag, Upper Egypt

Document Type : Regular Articles

Authors

1 Geology Department, Faculty of Science, Sohag University, P.O. Box 82524, Sohag, Egypt

2 Faculty of Earth Sciences, King Abdulaziz University, P.O. Box 80206, Jeddah, Saudi Arabia

Abstract

From Late Eocene to Holocene, the Egyptian Nile Valley has been subjected to six stages (or phases) of geological evolution which considered as a reflection of intensive tectonic events took place in the neighboring sedimentary basins (e.g. NE-Africa basin, the Eastern Mediterranean basin and Red Sea basin uplifting). Consequently, the geological setting of Upper Egypt generally can be considered as a representative model in which all evolutional stages of Egyptian Nile Valley were typically represented. The Paleonile Clays (Pliocene) are widely distributed in Upper Egypt as surface and subsurface sequences. These fine-grained clayey-sediments are affected negatively on construction activities owing to their highly swelling potentiality. Montmorillonite represents an essential component of clay mineralogy of Paleonile Clays with others (illite-montmorillonite mixed-layer, kaolinite, illite and trace amount of chlorite). The Exchangeable Sodium Percentage (ESP) values of Paleonile Clays are very low additionally its plasticity index values are exceeded than 35%. This indicated that the studied Paleonile Clays are swell-able clay type (non-dispersive type) and its dispersive ability is not significant. The Paleonile Clays (Pliocene) micro-fabrics are dominated mainly by flocculation and aggregation fabric types, which had relatively higher swelling potentiality. The swelling potentiality of the studied Paleonile Clays has strong relations with clay-sized fraction (%), montmorillonite (%), plasticity index (PI) and amount of exchangeable cations (CEC).

Keywords

Main Subjects


[1]    Grim, R.E., Clay Mineralogy. McGraw-Hill, New York, 1968, 596p.
[2]  Snethen, D.R., Patrick, D.M., An evaluation of expedient methodology for identification of potentially expansive soils. Soils and pavement laboratory, US Army Engineering Water way Experiment Station, Vicksburg, MS Report No. FHWA-RE-77-94, NTIS, PB-289-164, 1977.
[3]     Mitchell, J.K.. Fundamentals of Soil Behavior, 2nd  Edition, John Wiley & Sons, Inc., New York, 1993.
[4]    Seed, H.B., Mitchel, J.K., Chan, C.K., Studies of swell and swell pressures characteristics of compacted clays. Highway Research Board Bulletin, 1962, 313, 12–39.
[5] Johnson, L. D., Snethen, D.R., Prediction of potential heave of swelling soils. Geotechnical Testing Journal ASTM, 1978, 1 (3): 117– 124.
[6]    Bohn, H.L., McNeal, B.L., O’Conner, G.A., Soil Chemistry, 2nd  ed. Wiley, New York, 1985
[7] Nelson, J.D., Miller, D.J., Expansive Soils, Problems and Practice in Foundation and Pavement Engineering. Wiley, New York, 1992, 259p.
[8] Bin, Shi, Hongtao, J., Zhibin, L., Fang, H.Y., Engineering geological characteristics of expansive soils in China. Engineering Geology, 2002,  67: 63-71.
[9] Al-Rawas, A.A., Goosen, M.F.A., Expansive Soils, recent advances in characterization and treatment. Taylor & Francis, Balkema Group, London, 2006
[10] Conoco, The Egyptian General Petroleum Corporation, Geological Map of Egypt 1: 500,000, 1987
[11] Said, R., The geological evolution of the River Nile In: Problems in prehistory of Northern Africa and the Levant. Wendorf, F. & Marks, A.F. (eds). Southern Methodist University press. Dallas, Texas, 1975, 1-44.
[12] Said, R,. The geological evaluation of the River Nile. Springer-Verlage New York, Heidelberg, Berlin, 1981, 151p.
[13] Issawi, B., Hassan, M.W., Osman, R.. Geological studies in the area of Kom Ombo, Eastern Desert, Egypt. Ann. geol. survey, Egypt, 1978, VIII: 187-235.
[14] Said, R., Proposed classification of the Quaternary of Egypt. Journal of African Earth Sciences, 1983, 1, 41-45
[15] Said, R., The Geology of Egypt. S.A., Balkema, Rotterdam, Brookfield, 1990, 731p.
[16] Mahran, T.M., Sedimentological development of the Upper Pliocene- Pleistocene sediments in the area of El Salamony and El Sawamha Sharq, NE Sohag, Nile Valley, Egypt. Sohng pure & App. Sci. Bull. Fac. Sci., Assiut Univ., Egypt, 1992, 8: 251-276.
[17] Omer, A.A., Geological, mineralogical and geochemical studies on the Neogene and Quaternary Nile basin deposits, Qena-Assiut stretch, Egypt. Ph.D. thesis, Geology Dept. Faculty of Science, Sohag, South Valley University, 1996, 320p.
[18] Omer, A.A., Issawi, B., Lithostratigraphical, mineralogical and geochemical studies on the Neogene and Quaternary Nile basin deposits, Qena-Assiut stretch, Egypt. The 4th  International conference on Geology of the Arab World, Cairo (Abstract), 1998
[19] Omran, A.A., Integration of Remote Sensing, Geophysics and GIS to Evaluate Groundwater Potentiality–A Case Study In Sohag Region, Egypt. The 3rd International Conference on Water Resources and Arid Environments and the 1st Arab Water Forum, 2008
[20] Mahran, T.M., El-Shater, A., Youssef A.M., El-Haddad, B.A., Facies analysis and tectonic-climatic controls of the development of Pre-Eonile and Eonile sedimentsof the Egyptian Nile west of Sohag. The 7th international confereance on the geology of Africa, Assiut, Egypt, (Abstract), 2013
[21] Abu Seif, E.S., Geotechnical approach to evaluate natural fine aggregates concrete strength, Sohag, Governorate, Upper Egypt.  Arabian Journal of Geosciences, 2014, DOI: 10.1007/s12517-014-1705-3
[22] Philobbos, E.R., Essa, M.A., Ismail, M.M., Geologic history of the Neogene ‘Qena Lake’ developed during the evolution of the Nile Valley: A sedimentological, mineralogical and geochemical approach. Journal of African Earth Sciences, 2015, 101, 194–219.
[23] ASTM D2216, American Society for Testing and Materials. Test method for laboratory determination of water (moisture) content of Soil and Rock, ASTM Section 4-Construction, 2005
[24] ASTM D854, American Society for Testing and Materials. Standard test method for specific gravity of soils. ASTM Designation D854-06, 2006.
[25] Smart, P., Particle arrangements in kaolin. In: Proceedings of the 15th   National Conference on Clays and Clay Mineral 1967, 15: 241–254.
[26] Smart, P., Tovey, N.K., Electron Microscopy of Soils and Sediments: Technique. Claredon Press, Oxford, 1982
[27] ASTM, One dimensional swell or settlement potential of cohesive soils, ASTM Standards, 1986, 04.08, 992–1001.
[28] Holtz, W.G., Gibbs, H.J., Engineering properties of expansive clays. Transactions of ASCE, 1956, 121:  641-663.
[29] Chapman, H.D., Cation exchange capacity. In: Black CA, Evans DD, Ensminger LE, White JL, Clark FE, Dinauer RC (eds) Methods of soil analysis, agronomy 9. American Society of Agronomy, Madison, 1965, 891–901.
[30] Weaver, C.E., The distribution and identification of mixed-layer clays in sedimentary rocks. Am. Miner. Soc., 1956, 41 (3-4), 202-221.
[31] Carrol, D., Clay minerals: a guide to their X-ray identification. Geol. Soc. Am. Spec. 1970, paper No. 126, 75p.
[32] Griffin, G., Interpretation of x-ray diffraction data, In: Procedure in Sedimentary Petrology. (Edt. Carver, R. E.) Willey-Interscience, New York, 1971, 541-568
[33] Chen, P.Y., Table of key lines in x-ray powder identification patterns of minerals in clays and associated rocks. Occas. Ind. Geol. Surv., 1977, paper No. 21, pp. 67
[34] Gergawi, A., Khashab, H.M.A., Seismic wave velocities in U.A.R. Helwan Obs. Bull. 1968, 77, 1-25.
[35] Woodside, J., Bowin, C., Gravity anomalies and inferred crustal structure in the Eastern Mediterranean Sea. Geol. Soc. Amer. Bull. 1970, 81, 1107-1122
[36] Le Pichon, S., Francheteau, J., Bonnin, J., Plate Tectonics, Developments in Geotectonics 6, Elsevier, Amsterdam and New York, 1973
[37] Ross, D.A., Schlee, Shallow structure and geologic development of the southern Red Sea. Geol. Soc. Amer. Bull. 1973, 84, 3827-3848.
[38] Kenyon, N.H., Stride, A. H., Belderson, R.H., Plan views of active faults and other features on the lower Nile cone. Geol. Soc. Amer. Bull. 1975, 86, 1733-1739.
[39] Neev, D., Tectonic evolution of the Middle East and the Levantine basin (Easternmost Mediterranean). Geology, 1975, 3, 683-686.
[40] Neev, D., The geology of the southeastern Mediterranean Sea. Geol. Surv. Israel Bull. 1976, 68, 1-51.
[41] Neev, D., Friedman, G., Late Holocene tectonic activity along the margins of the Sinai subplate. Science 1978, 131-142.
[42] McCauley, J., Breed, C., Schaber, G., The megageomorphology of the radar rivers of the eastern Sahara. JPL Second Spaceborne Imaging Radar Symposium, 1986, 25–36.
[43] Issawi, B., McCauley, J.F., The Cenozoic Rivers of Egypt; the Nile problem. In: Friedman R, Adams B (eds) The followers of Horus. Oxford Monograph, Oxford, 1992, 121–138
[44] Issawi, B., McCauley, J.F., The Cenozoic landscape of Egypt and its river systems. Egypt Geol Surv 1993, 19:357–384.
[45] Issawi, B., El-Hinnawi, M., Francis, M., Mazhar, A., The Phanerozoic geology of Egypt—a geodynamic approach. The Egyptian Geological Survey Press, Cairo, 1999, 462p.
[46] Issawi, B., Osman, R., Egypt during the Cenozoic: geological history of the Nile River. Bull Tethys Geol Soc Cairo, 2008, 3:43–62.
[47] Akawy, A., Structural geomorphology and neotectonics of the Qina; Safaja District, Egypt. Neues Jahrbuch fuer Geologie und Palaeontologie 2002, 226:95–130.
[48] Thurmond, A.K., Stern, R.J., Abdelsalam, M.G., Nielsen, K.C., Abdeen, M.M., Hinz, E., The Nubian swell. J Afr Earth Sc , 2004, 39:401–407.
[49] Butzer, K.W., Contributions to the Pleistocene geology of the Nile Valley. Erdkunde 1959, 13:46–67.
[50] Butzer, K.W., Hansen, C.L., Desert and River in Nubia. Wisconsin University press, Madison, 1968, 562p.
[51] Wendorf, F., Schild, R., Prehistory of the Nile Valley. Academic, New York, 1976, 404p.
[52] Said, R., The River Nile: geology, hydrology and utilization. Pergamon Press, Oxford, 1993, 320p.
[53] Roden, J., Abdelsalam, M.G., Atekwana, E., El-Qady, G., Tarabees, E.A., Structural influence on the evolution of the pre-Eonile drainage system of southern Egypt: insights from magnetotelluric and gravity data. J Afr Earth Sc. 2011,  61:358–368.
[54] Abu Seif, E.S., Geological evolution of Nile Valley, west Sohag, Upper Egypt: a geotechnical perception. Arab J Geosci, 2015, 8:11049–11072.
[55] Reed, W.E., Genesis of calcretes the devonian wood bay group, Dicksonland, Spitsbergen. Sedimentary Geology, 1991, 75 (1–2): 149–161.
[56] Sigleo, W., Reinhardte, J., Paleosols from Cretaceous environments in the southern United States. In: Paleosols and weathering through time: Principles and applications (Eds. Reinhardt, J.A., Sigleo, W.R.), pp.123-142. Geol. Soc. Am. Bouder, Spec. 1988, Paper No. 216
[57] Dakshanamurthy, V., Romana, V., Simple method of identifying an expansive soil. Soils and Foundation. Japanese Society of Soil Mechanics and Foundation Engineering, 1973, 13 (1): 97-104.
[58] Holtz, R.D., Kovacs, W.D., An Introduction to Geotechnical Engineering. Prentice-Hall, Eaglewood Cliffs, NJ, 1981
[59] Chen, F.H., Foundations on expansive soils, Development in Geotechnical Engineering 54. Elsevier, New York, 1988, 467p.
[60] Abdullah, W.S., Alshibli, K.A., Al-Zou’bi, M.S., Influence of pore water chemistry on the swelling behavior of compacted clays.  Applied Clay Science, 1999, 15: 447-462.
[61] Williams, A.A.B., Severe heaving of a block of flats near Kimberley. Proceedings 17th Regional Conference for Africa on Soil Mechanics and Foundation Engineering, Accra, 1980, 1: 301-309.
[62] Al-Rawas, A.A., The factors controlling the expansive nature of the soils and rocks of northern Oman. Engineering Geology, 1999, 53: 327-350.
[63] Chi, M., Eggleton, R.A., Cation exchange capacity of kaolinite. Clays and Clay Minerals, 1999, 47 (2): 174-180.
[64] Hillel, D., Fundamentals of Soil Physics. Academic press, New York.1980
[65] Marshall, C.E., The Physical Chemistry and Mineralogy of Soils. Wiley, New York, 1977
[66] Yilmaz, I., Indirect estimation of the swelling percent and a new classification of soils depending on liquid limit and cation exchange capacity. Engineering Geology, 2006, 85: 295-301.
[67] McNeal, B.L., Layfield, D.A., Norvell, W.A., Rhoades, J.D., Factors influencing hydraulic conductivity of soils in the presence of mixed-salt solutions. Soil Sci. Soc. Am. Proc. 1968, 32: 187-190.
[68] Frenkel, H., Levy, G.J., Clay dispersion and hydraulic conductivity of clay-sand mixtures as affected by the addition of various anions. Clays and Clay Minerals, 1992, 40 (5): 515-521.
[69] Oster, J.D., Shainberg, I., Wood, J.D., Flocculation value and gel structure of Na/Ca montmorillonite and illite suspension. Soil Sci. Soc. Amer. J. 1980, 44:  955-959.
[70] Bell, F.G, Engineering Geology, 2nd edition, Butterworth-Heinemann is an imprint of Elsevier, 2007, 581p.