Skip to main content

Advertisement

Log in

Investigation of expansive soils in Obhor Sabkha, Jeddah-Saudi Arabia

  • Original Paper
  • Published:
Arabian Journal of Geosciences Aims and scope Submit manuscript

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.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9

Similar content being viewed by others

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

    Google Scholar 

  • 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

    Article  Google Scholar 

  • 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

    Google Scholar 

  • 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

    Article  Google Scholar 

  • 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

    Google Scholar 

  • 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

    Article  Google Scholar 

  • Al-Amoudi OS, Abduljauwad SN (1995) Compressibility and collapse characteristic of arid saline sabkha soils. Eng Geol 39:185–202

    Article  Google Scholar 

  • Ali KM, Houssain D (1988) Geotechnical and geochemical characteristics of Obhor sub-soil. JKAU: Earth Sci 1:205–225

    Google Scholar 

  • Alnuaim AA, El-Naggar MH (2014) Performance of foundations in Saudi Soil: numerical investigation. Geotech Geol Eng 32:637–656

    Article  Google Scholar 

  • Al-Rawas AA (1999) The factors controlling the expansive nature of the soils and rocks of northern Oman. Eng Geol 53:327–350

    Article  Google Scholar 

  • 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

    Article  Google Scholar 

  • 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

    Chapter  Google Scholar 

  • 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

    Article  Google Scholar 

  • 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

    Article  Google Scholar 

  • 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

    Google Scholar 

  • 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

    Article  Google Scholar 

  • 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

    Google Scholar 

  • 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

    Article  Google Scholar 

  • Chen FH (1988) Foundation on expansive soils. Elsevier, Amsterdam

    Google Scholar 

  • 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

    Google Scholar 

  • Day RW (2006) Foundation engineering handbook: design and construction with the 2006 international building code. McGraw-Hill Companies, Inc. New York

    Google Scholar 

  • Day RW (2010) Foundation engineering handbook: Design and construction with the 2010 international building code, 2nd edn. McGraw-Hill Companies, Inc. New York

    Google Scholar 

  • Dhowian AW, Erol AO, Sultan S (1987) Settlement predictions in complex sabkha soil profiles. B Eng Geol Environ 36(1):11–21

    Google Scholar 

  • 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

    Article  Google Scholar 

  • Holtz WG, Gibbs HJ (1956) Engineering properties of expansive clays. Trans Am Soc Civ Eng 121(1):641–663

    Google Scholar 

  • Holtz RD, Kovacs WD, Sheahan TC (2011) An introduction to geotechnical engineering, 2nd edn. Prentice Hall, New Jersey

    Google Scholar 

  • Hossain D, Ali KM (1988) Shear strength and consolidation characteristics of Obhor sabkha, Saudi Arabia. Q J Eng Geol Hydrogeol 21:347–359

    Article  Google Scholar 

  • Hyndman D, Hyndman D (2011) Natural hazards and disasters, 3rd edn. Brooks-Cole, Cengage Learning, California

    Google Scholar 

  • 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

    Google Scholar 

  • Jones DE, Jones KA (1987) Treating expansive soils. Civ Eng 57(8):62–65

    Google Scholar 

  • Keller EA (2012) Introduction to environmental geology, 5th edn. Prentice Hall, New Jersey

    Google Scholar 

  • Keller EA, DeVecchio DE (2011) Natural hazards: Earth’s processes as hazards, disasters, and catastrophes, 3rd edn. Prentice Hall, New Jersey

    Google Scholar 

  • Khan IH, Hasnain SI (1981) Engineering properties of sabkha soils in the Benghazi plain and construction problems. Eng Geol 17(3):175–183

    Article  Google Scholar 

  • Mitchell JK (1993) Fundamentals of soil behavior, 2nd edn. Wiley, New York

    Google Scholar 

  • 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

    Google Scholar 

  • Murthy VNS (2007) Geotechnical engineering series: advanced foundation engineering. CBS Publishers & Distributors, India

    Google Scholar 

  • Nelson JD, Miller DJ (1992) Expansive soils problem sand practice in foundation and pavement engineering. Wiley, New York

    Google Scholar 

  • Nelson JD, Chao KC, Overton DD, Nelson EJ (2015) Foundation engineering for expansive soils. John Wiley & Sons, Inc., New York

    Book  Google Scholar 

  • Patterson RJ, Kinsman DJJ (1981) Hydrologic framework of a sabkha along Arabian Gulf. Am Assoc Petr Geol B 65(8):1457–1475

    Google Scholar 

  • Phanikumar R, Suri S (2013) Expansive soils—problems and remedies. LAP Lambert Academic Publishing, Poland

    Google Scholar 

  • 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

    Article  Google Scholar 

  • Ramana KV (1993) Humid tropical expansive soils of Trinidad: their geotechnical properties and areal distribution. Eng Geol 34:27–44

    Article  Google Scholar 

  • 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

    Google Scholar 

  • Sabtan A, Shehata W (2002) Problematic sabkha—a potential source of fresh water. B Eng Geol Environ 61:153–159

    Article  Google Scholar 

  • Sabtan A, Al-Saify M, Kazi A (1995) Moisture retention characteristics of coastal sabkhas. Q J Eng Geol Hydrogeol 28(1):37–46

    Article  Google Scholar 

  • Seco A, Ramírez F, Miqueleiz L, García B (2011) Stabilization of expansive soils for use in construction. Appl Clay Sci 51:348–352

    Article  Google Scholar 

  • Shehata WM, Amin AA (1997) Geotechnical hazards associated with desert environment. Nat Hazards 16:81–95

    Article  Google Scholar 

  • 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

    Article  Google Scholar 

  • Sridharan A, Prakash K (1998) Mechanism controlling the shrinkage limit of soils. ASTM Int, Geotech T J 21(3):240–250

    Google Scholar 

  • 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

    Google Scholar 

  • Stipho AS (1985) On the engineering properties of salina soil. Q J Eng Geol Hydrogeol 18:129–139

    Article  Google Scholar 

  • 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

    Google Scholar 

  • 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

    Article  Google Scholar 

  • Youssef AM, Maerz NH (2013) Overview of some geological hazards in the Saudi Arabia. Environ Earth Sci 70:3115–3130

    Article  Google Scholar 

Download references

Acknowledgments

The author would like to deeply thank his colleague Prof. Haider Zaman, Professor of geophysics, for his valuable assistance during reviewing this manuscript.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Adnan Aqeel.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

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

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12517-016-2341-x

Keywords

Navigation