Abstract
Expansion or swelling of soil is a worldwide geotechnical problem that occurs in arid and semiarid regions where sabkha soils may occur as well. Expansive soil is dominated by the presence of active clay minerals. The expansive and sabkha soils are characterized by a large seasonal variation in soil moisture content leading to a large change in the volume and the consistency of the soil and, thus, causing serious damages to buildings and infrastructure. Although sabkha soil covers large and strategically important areas along the Red Sea and Arabian Gulf coasts in Saudi Arabia, no one paid proper attention to the type of clay minerals in those soils or to their expansion potential, which is a crucial step prior to any construction. The geotechnical properties, active clay mineral types, and the degree expansion potential of soils were investigated in Obhor area at the north of Jeddah City. Twenty disturbed soil samples were collected at depths of 80 and 120 cm. Three different types of soils are identified: clayey soil with high plasticity, clayey soil with low plasticity, and poorly graded silty to clayey sand soil. Furthermore, active clay minerals were identified with a significant proportion of montmorillonite (14.24 %), illite (24.65 %), kaolinite (28.78 %), and chlorite (32.34 %). The results indicated that a considerable part of the study area has high expansion potential, but most parts of Obhor area have low to none potential of soil expansiveness.
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References
Adem HH, Vanapalli SK (2015) Review of methods for predicting in situ volume change movement of expansive soil over time. JRMGE 7:73–86
Aiban SA, Al-Ahmadi HM, Asi IM, Siddique ZU, Al-Amoudi OSB (2006) Effect of geotextile and cement on the performance of sabkha subgrade. Build Environ 41:807–820
Akili W (2006) Salt encrusted desert flats (sabkha): problems, challenges and potential solutions. Proceedings of the 4th international conference on unsaturated soils. The Geo-Institute of the American Society of Civil Engineers (ASCE), Arizona, pp. 391–402
Akili W, Torrance JK (1981) The development of geotechnical problems of sabkha, with preliminary experiments on the static penetration resistance of cemented sand. Q J Eng Geol Hydrogeol 14(1):59–74
Al-Amoudi OSB (1995a) A review of the geotechnical and construction problems in sabkha environments and methods of treatment. Arab J Sci Eng 20(3):405–432
Al-Amoudi OSB (1995b) Soil stabilization and durability of reinforced concrete in sabkha environments. Proceedings of the 4th Saudi Engineering Conference, Volume II November 1995, Jeddah, pp. 313–338
Al-Amoudi O (2002) Characterization and chemical stabilization of Al-Qurayyah sabkha soil. J Mater Civ Eng 14(6):478–484
Al-Amoudi OS, Abduljauwad SN (1995) Compressibility and collapse characteristic of arid saline sabkha soils. Eng Geol 39:185–202
Ali KM, Houssain D (1988) Geotechnical and geochemical characteristics of Obhor sub-soil. JKAU: Earth Sci 1:205–225
Alnuaim AA, El-Naggar MH (2014) Performance of foundations in Saudi Soil: numerical investigation. Geotech Geol Eng 32:637–656
Al-Rawas AA (1999) The factors controlling the expansive nature of the soils and rocks of northern Oman. Eng Geol 53:327–350
Al-Rawas A, Guba I, McGown A (1998) Geological and engineering characteristics of expansive soils and rocks in northern Oman. Eng Geol 50:267–281
Al-Rawas AA, Goosen MFA, Al-Rawas G (2006) Geology, classification, and distribution of expansive soils and rocks: a case study from the Arabian Gulf. In: Al-Rawas AA, Goosen MFA (eds) Expansive soils: recent advances in characterization and treatment. Taylor & Francis, London, pp. 3–14
Al-Saifi MM, Qari MYHT (1996) Application of landsat thematic mapper data in sabkha studies at the Red Sea coast. Int J Remote Sens 17(3):527–536
American Society for Testing and Materials (ASTM): Annual book of ASTM standards (1995) Soil and rock (I): D 420–D 491, Philadelphia, USA.
Amin A (2004) Comparative study of the geotechnical properties of the coastal sabkhas of Saudi Arabia and their hazardous effects. B Eng Geol Environ 63(4):309–314
Aqeel A, Sabtan A, Amin A (2013) Classifying Obhor sabkha to “thin sabkha” and “thick sabkha” based on geotechnical investigation, Jeddah–Saudi Arabia. Sana’a Univ Fac Sci Bull 25:39–60
Bahafzullah A, Fayed L, Kazi A, Al-Saify M (1993) Classification and distribution of the Red Sea coastal sabkha near Jeddah–Saudi Arabia. Carbonates Evaporites 8(1):23–38
Basaham AS, Rifaat AE, El-Sayed MA, Rasul N (2006) Sharm Obhur: environmental consequences of 20 years of uncontrolled coastal urbanization. JKAU: Mar Sci 17:129–152
Camp VE, Roobol MJ (1989) The Arabian continental alkali basalt province: part I, evolution of Harrat Rahat, Kingdom of Saudi Arabia. Geol Soc Am Bull 101:71–95
Chen FH (1988) Foundation on expansive soils. Elsevier, Amsterdam
Das A, Roy S (2014) Effect of expansive soil on foundation and its remedies. National Conference on Emerging Technology and Applied Sciences (NCETAS) 15th -16th Feb 2014. Int J Innov Res Sci Eng Technol 3(6):92–95
Day RW (2006) Foundation engineering handbook: design and construction with the 2006 international building code. McGraw-Hill Companies, Inc. New York
Day RW (2010) Foundation engineering handbook: Design and construction with the 2010 international building code, 2nd edn. McGraw-Hill Companies, Inc. New York
Dhowian AW, Erol AO, Sultan S (1987) Settlement predictions in complex sabkha soil profiles. B Eng Geol Environ 36(1):11–21
Elarabi H (2010) Damage mechanism of expansive soil. Building and Road Research Institute, University of Khartoum Website. http://research.uofk.edu/multisites/UofK_research/images/stories/research/PDF/BESBC/damage%20mechanism%20of%20expansive%20soils.pdf. Accessed 15 March 2015
Fityus S, Buzzi O (2009) The place of expansive clays in the framework of unsaturated soil mechanics. Appl Clay Sci 43(2):150–155
Holtz WG, Gibbs HJ (1956) Engineering properties of expansive clays. Trans Am Soc Civ Eng 121(1):641–663
Holtz RD, Kovacs WD, Sheahan TC (2011) An introduction to geotechnical engineering, 2nd edn. Prentice Hall, New Jersey
Hossain D, Ali KM (1988) Shear strength and consolidation characteristics of Obhor sabkha, Saudi Arabia. Q J Eng Geol Hydrogeol 21:347–359
Hyndman D, Hyndman D (2011) Natural hazards and disasters, 3rd edn. Brooks-Cole, Cengage Learning, California
Jones LD, Jefferson I (2012) Expansive soils. In: Burland J(ed) Institution of Civil Engineers (ICE) manual of geotechnical engineering, Volume 1: geotechnical engineering principles, problematic soils and site investigation. ICE Publishing, London, pp. 413–441
Jones DE, Jones KA (1987) Treating expansive soils. Civ Eng 57(8):62–65
Keller EA (2012) Introduction to environmental geology, 5th edn. Prentice Hall, New Jersey
Keller EA, DeVecchio DE (2011) Natural hazards: Earth’s processes as hazards, disasters, and catastrophes, 3rd edn. Prentice Hall, New Jersey
Khan IH, Hasnain SI (1981) Engineering properties of sabkha soils in the Benghazi plain and construction problems. Eng Geol 17(3):175–183
Mitchell JK (1993) Fundamentals of soil behavior, 2nd edn. Wiley, New York
Moore TA, Al-Rehaili MH (1989) Explanatory notes to the geologic map of the Makkah Quadrangle Sheet 21D, Map GM-107, 6. Saudi Arabian Directorate General of Minerals Resources, Jeddah
Murthy VNS (2007) Geotechnical engineering series: advanced foundation engineering. CBS Publishers & Distributors, India
Nelson JD, Miller DJ (1992) Expansive soils problem sand practice in foundation and pavement engineering. Wiley, New York
Nelson JD, Chao KC, Overton DD, Nelson EJ (2015) Foundation engineering for expansive soils. John Wiley & Sons, Inc., New York
Patterson RJ, Kinsman DJJ (1981) Hydrologic framework of a sabkha along Arabian Gulf. Am Assoc Petr Geol B 65(8):1457–1475
Phanikumar R, Suri S (2013) Expansive soils—problems and remedies. LAP Lambert Academic Publishing, Poland
Qari MHT, Basyoni MH (2003) Using landsat-TM images in mapping “Al-Majnonah” sabkha distribution along the Red Sea Coast, southeast of Al-Lith, Kingdom of Saudi Arabia. JKAU, Earth Sci 14:47–56
Ramana KV (1993) Humid tropical expansive soils of Trinidad: their geotechnical properties and areal distribution. Eng Geol 34:27–44
Rao SM (2006) Identification and classification of expansive soils. In: Al-Rawas AA, Gossen MFA (eds) Expansive soils: recent advances in characterization and treatment. Taylor & Francis, London, pp. 15–24
Sabtan A, Shehata W (2002) Problematic sabkha—a potential source of fresh water. B Eng Geol Environ 61:153–159
Sabtan A, Al-Saify M, Kazi A (1995) Moisture retention characteristics of coastal sabkhas. Q J Eng Geol Hydrogeol 28(1):37–46
Seco A, Ramírez F, Miqueleiz L, García B (2011) Stabilization of expansive soils for use in construction. Appl Clay Sci 51:348–352
Shehata WM, Amin AA (1997) Geotechnical hazards associated with desert environment. Nat Hazards 16:81–95
Shehata WM, Bader T, Harari ZY (1989) Principle geological hazards along the Arabian Gulf coast. JKAU: Earth Sci 3(1):289–302
Shi B, Jiang H, Liu Z, Fang HY (2002) Engineering geological characteristics of expansive soils in China. Eng Geol 67:63–71
Sridharan A, Prakash K (1998) Mechanism controlling the shrinkage limit of soils. ASTM Int, Geotech T J 21(3):240–250
Stanciu A, Aniculaesi M, Lungu I (2013) Soil chart, new evaluation method of the swelling-shrinkage potential, applied to the Bahlui’s clay stabilized with cement. Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, pp. 1191–1194
Stipho AS (1985) On the engineering properties of salina soil. Q J Eng Geol Hydrogeol 18:129–139
Van Der Merwe DH (1964a) The weathering of some basic igneous rocks and their engineering properties. Civ Eng South Africa: 213–222.
Van Der Merwe DH (1964b) Prediction of heave from the plasticity index and percentage clay fraction of soils. Civ Eng South Africa 6(6):103–107
Yilmaz I (2008) A case study for mapping of spatial distribution of free surface heave in alluvial soils (Yalova, Turkey) by using GIS software. Comput Geosci 34:993–1004
Youssef AM, Maerz NH (2013) Overview of some geological hazards in the Saudi Arabia. Environ Earth Sci 70:3115–3130
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The author would like to deeply thank his colleague Prof. Haider Zaman, Professor of geophysics, for his valuable assistance during reviewing this manuscript.
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Aqeel, A. Investigation of expansive soils in Obhor Sabkha, Jeddah-Saudi Arabia. Arab J Geosci 9, 314 (2016). https://doi.org/10.1007/s12517-016-2341-x
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DOI: https://doi.org/10.1007/s12517-016-2341-x