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Expansive potentiality of sabkha soils of Rabigh Lagoon, Saudi Arabia: a case study

  • Bader A. Hakami
  • El-Sayed Sedek Abu SeifEmail author
Original Paper
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Abstract

The geotechnical assessment of expansiveness potentiality of sabkha soils, Saudi Arabia has been achieved on subsurface clayey soil samples collected in Rabigh sabkha along the Red Sea throughout a variety of physical, chemical, mineralogical, and mechanical tests. The obtained results show that the studied Rabigh sabkha clays were deposited in restricted supra-tidal marine conditions. These sabkha clayey soils consist of silts (53.4 to 69.1%), clays (20.1 to 35.7%), and sands (5.457 to 9.93%) and are classified into high plasticity clays (CH) and high inorganic silts (MH). The clay mineral species (montmorillonite, illite, kaolinite, chlorite, and palygorskite) are of detrital origin except palygorskite that was formed authigentically. Based upon the activity (A), these sabkha soils are classified into active soil type. The swelling potentiality of Rabigh sabkha clays ranges from moderate to critical swell potentiality.

Keywords

Sabkha soils Mineralogy Expansiveness potentiality Rabigh, Saudi Arabia 

Notes

Acknowledgements

The authors, therefore, acknowledge with thanks the Deanship of Scientific Research (DSR) for technical and financial support. Also, the authors are deeply grateful to Prof. Dr. A.M. Al-Amri (the Editor-in-Chief) and the three anonymous reviewers for insightful comments and criticism that improved this manuscript.

Funding information

This project was funded by the Deanship of Scientific Research (DSR) at King Abdulaziz University, Jeddah, under grant no. G-299-145-37.

References

  1. Abdullah WS, Alshibli KA, Al-Zou’bi MS (1999) Influence of pore water chemistry on the swelling behavior of compacted clays. Appl Clay Sci 15:447–462CrossRefGoogle Scholar
  2. Abu Seif ES (2006) Geological and engineering properties of expansive Soils of Gharb El-Mawhoob Area, Dakhla Oasis, Western Desert, Egypt. PhD. Thesis, South Valley University, Faculty of Science, SohagGoogle Scholar
  3. Abu Seif ES (2007) Engineering geology of Al-Kawser City, NE Sohag Governorate, Egypt. The 5th International Conference on the Geology of Africa, Assiut-Egypt, 15–28Google Scholar
  4. Agarwal KP, Sharma SG (1973) A method for measuring swelling pressure of an expansive soil. 3rd Int. conf. on expansive soils, 1, 155–159Google Scholar
  5. Al-Amoudi OSB (1995) Soil stabilization and durability of reinforced concrete in sabkha environments. Proceedings of the 4th Saudi Engineering Conference, Volume II November 1995, Jeddah, pp.313–338Google Scholar
  6. Alnuaim AA, El-Naggar MH (2014) Performance of foundations in Saudi soil: numerical investigation. Geotech Geol Eng 32:637–656CrossRefGoogle Scholar
  7. Al-Rawas AA, Goosen MFA (2006) Expansive soils, recent advances in characterization and treatment. Taylor & Francis, Balkema Group, LondonGoogle Scholar
  8. 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):309–314CrossRefGoogle Scholar
  9. Aqeel A, Sabtan A, Amin A (2013) Classifying Obhor sabkha to “Bthin sabkha” and “Bthick sabkha” based on geotechnical investigation, Jeddah–Saudi Arabia. Sana’a Univ Fac Sci Bull 25:39–60Google Scholar
  10. Aqeel A (2016) Investigation of expansive soils in Obhor Sabkha, Jeddah-Saudi Arabia. Arab J Geosci 9:314.  https://doi.org/10.1007/s12517-016-2341-x CrossRefGoogle Scholar
  11. Arman A (1969) A definition of organic soils, an engineering identification, Engineering Research Bulletin No. 101, Louisiana State University, Division of Engineering Research for Louisiana Department of HighwaysGoogle Scholar
  12. Assadi A, Shahaboddin S (2009) A micro-mechanical approach to swelling behavior of unsaturated expansive clays under controlled drainage conditions. Appl Clay Sci 45(1–2):8–19Google Scholar
  13. ASTM (1986) One dimensional swell or settlement potential of cohesive soils. ASTM Standards 04(08):992–1001Google Scholar
  14. ASTM C136 (2004) Standard test method for sieve analysis of fine and coarse aggregates. American Society for Testing and Materials, WashingtonGoogle Scholar
  15. ASTM D2216 (2005) American Society for Testing and Materials. Test method for laboratory determination of water (moisture) content of soil and rock, ASTM section 4-constructionGoogle Scholar
  16. ASTM D2974 (2000) Standard test methods for moisture, ash, and organic matter of peat and other organic soils. American society for testing and materials, 1916 Race St., Philadelphia, PA 19103Google Scholar
  17. ASTM D4318 (2005) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM Designation D4318–05Google Scholar
  18. ASTM D854 (2006) American Society for testing and materials. Standard test method for specific gravity of soils, ASTM Designation D854–06Google Scholar
  19. Avsar E, Ulusay R, Sonmez H (2009) Assessments of swelling anisotropy of Ankara clay. Eng Geol 105(1–2):24–31CrossRefGoogle Scholar
  20. Bell FG (2007) Engineering Geology, 2nd edition, Butterworth-Heinemann is an imprint of Elsevier, 581Google Scholar
  21. Chamley H (1989) Clay Sedimentology. Springer, Berlin HeidelbergCrossRefGoogle Scholar
  22. Chapman HD (1965) 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, Wisconsin, pp 891–901Google Scholar
  23. Chen FH (1988) Foundations on expansive soils, development in geotechnical engineering 54. Elsevier, New York, p 467Google Scholar
  24. Chen FH (1975) Foundation on expansive soils, development in Geothechnical engineering, vol 12. Elsevier, New York 280pGoogle Scholar
  25. Chen L, Yin Z, Zhang P (2007) Relationship of resistivity with water content and fissures of unsaturated expansive soils. J China Univ Min Technol 17(4):537–540CrossRefGoogle Scholar
  26. Edgell HS (1992) Desert Evaporite Associations of Eastern Saudi Arabia. 29th International Congress, Abstracts 2:411, KyotoGoogle Scholar
  27. El-Ghonaimy AY (1992) Prediction of shear strength for Port Said soft clay. M. Sc. Thesis Faculty of Engineering, Cario University, 144pGoogle Scholar
  28. El-Sohby MA, Rabba SA (1981) Some factors affecting swelling of clayey soils. Geotech Eng 12:19–39Google Scholar
  29. Ferber V, Auriol JC, Cui YJ, Magnan JP (2009) On the swelling potential of compacted high plasticity clays. Eng Geol 104(3–4):200–210CrossRefGoogle Scholar
  30. Franklin AF, Orozco LF, Semrau R (1973) Compaction of slightly organic soils. JSoil Mech Found Div ASCE 99:541–557 No. SM7Google Scholar
  31. Fukue M, Nakamura T (1996) Effects of carbonate on cementation of marine sediments. Mar Georesource Geotech 14:37–45CrossRefGoogle Scholar
  32. Gibbs RJ (1971) Preparation of X-ray diffraction mounts. In: Carver RE (ed) Procedures in sedimentary petrology. Wiley, New York, pp 531–540Google Scholar
  33. Griffin G (1971) Interpretation of x-ray diffraction data, In: Procedure in Sedimentary Petrology. (Edt. Carver RE) Willey-Interscience, New York, 541–568Google Scholar
  34. Grim RE (1962) Applied clay mineralogy. MC-Graw. Hill, Book Company, Inc., pp. 207–277. New York, Toronto, LondonGoogle Scholar
  35. Holtz RD, Kovacs WD (1981) An introduction to geotechnical engineering. Prentice-Hall, Eaglewood Cliffs, NJGoogle Scholar
  36. Holtz WG, Gibbs HJ (1956) Engineering properties of expansive clays. Trans ASCE 121:641–663Google Scholar
  37. Huang R, Wu L (2007) Stability analysis of unsaturated expansive soil slope. Earth Sci Front 14(6):129–133CrossRefGoogle Scholar
  38. Komorink A. Livneh M (1969) Influence of granular constituents on the swelling characteristics of expansive clays. 2nd Int. Conf. on expansive clay soils, 279–290Google Scholar
  39. Malkawi AH, Alawneh AS, Osama T, Abu-Safaqah (1999) Effects of organic matter on the physical and the physicochemical properties of an illitic soil. Appl Clay Sci 14:257–278CrossRefGoogle Scholar
  40. Mitchell JK (1993) Fundamentals of soil behavior, 2nd edn. John Wiley & Sons, Inc., New YorkGoogle Scholar
  41. Moore TA, Al-Reaili MH (1989) Geologic map of the Makkah quadrangle, sheet 21D, Kingdom of Saudi Arabia, Ministry of Petroleum and Mineral Resources. Deputy Ministry for Mineral Resources Publication, Jeddah, KSAGoogle Scholar
  42. Muntohar AS (2002) Improvement of the bearing of soil by using lime-rice husk ash, Proc. 2nd Int. Conf. of Geotech. and Geoenvironmental Eng. in Arid Land, King Saud University, Saudi Arabia, 71–79Google Scholar
  43. Odell RT, Thornburn TH, Mckenzie LJ (1960) Relationship of Atterberg limits to some other properties of Illinois soils. Proc Soil Sci Soc Am 244:297–300CrossRefGoogle Scholar
  44. Oster JD, Shainberg I, Wood JD (1980) Flocculation value and gel structure of Na/Ca montmorillonite and illite suspension. Soil Sci Soc Amer J 44:955–959CrossRefGoogle Scholar
  45. Popescu ME (1986) A comparison between the behaviour of swelling and of collapsing soils. Eng Geol 23:145–163CrossRefGoogle Scholar
  46. Rabba S (1975) Factors affecting engineering properties of expansive soils. M.Sc. Thesis Al-Azhar University, Cario, EgyptGoogle Scholar
  47. Radwan AM (1988) Mineral distribution and swell potential of marl. Civil Eng Magaz. Al-Azhar University, Cario, Egypt, 10 (3), 54–65Google Scholar
  48. Ramasy CR (1986) Geological map Rabigh quadrangle, sheet 22D, Kingdom of Saudi Arabia. Jeddah: Saudi Arabian Directorate General of Mineral Resources, Geologic map GM-84C, scale1:250,000Google Scholar
  49. Rhoades JD (1982) Soil pH. In: Methods of soil analysis, Part A, chemical and microbiologica properties. Agronomy Monogr., 9Google Scholar
  50. Ruwaih IA (1987) Experiences with expansive soils in Saudi Arabia. In: Proceedings of the sixth international conference on expansive soils, New Delhi, 317–322Google Scholar
  51. Sabtan AA (2005) Geotechnical properties of expansive clay shale in Tabuk, Saudi Arabia. J Asian Earth Sci 25:747–757CrossRefGoogle Scholar
  52. Seed HB, Mitchel JK, Chan CK (1962) Studies of swell and swell pressures characteristics of compacted clays. Highway Res Board Bull 313:12–39Google Scholar
  53. Singer A (1979) Palygorskite in sediments: detrital, diagenetic or neoformed. A critical review. Geol Rundsch 68:996–1008CrossRefGoogle Scholar
  54. Skempton AW (1953) The colloidal activity of clays. Proc. 3rd Int. Conf. Soil Mech. Found. Eng., 1, 57–61Google Scholar
  55. Smart P, Tovey NK (1982) Electron microscopy of soils and sediments. Technique. Claredon Press, OxfordGoogle Scholar
  56. Smart P (1967) Particle arrangements in kaolin. In: Proceedings of the 15th National Conference on clays and clay mineral, 15: 241–254Google Scholar
  57. Smith JW (1980) Reconnaissance geology of the At Taif quadrangle, sheet 21/40C, Kingdom of Saudi Arabia: Saudi Arabian Directorate General of Mineral Resources geological Map GM-56, 1:100,000 scale, 33Google Scholar
  58. Taj R (2012) Textural characteristics and environmental interpretation of the lower miocene siliciclastic succession, Dafin formation, Rabigh Area, Saudi Arabia. J King Abdulaziz Univ: Earth Sciences 23(1):85–109Google Scholar
  59. Tsiambaos G (1991) Correlation of mineralogy and index properties with residual strength of Iraklion marls. Eng Geol 30:357–369CrossRefGoogle Scholar
  60. Vail JR (1985) Pan-African (Late Precambrian) tectonic terrains and the reconstruction of the Arabian-Nubian Shield. Geology 13:839–842CrossRefGoogle Scholar
  61. Warren JK (2016) Evaporites: a geological compendium, 2nd edition. Springer, DOI  https://doi.org/10.1007/978-3-319-13512-0,1813
  62. Williams AAB (1980) Severe heaving of a block of flats near Kimberley. Proceed Seventh Region Conf Africa Soil Mech Found Eng Accra 1:301–309Google Scholar
  63. Yilmaz I (2006) Indirect estimation of the swelling percent and a new classification of soils depending on liquid limit and cation exchange capacity. Eng Geol 85:295–301CrossRefGoogle Scholar

Copyright information

© Saudi Society for Geosciences 2019

Authors and Affiliations

  1. 1.Faculty of Earth SciencesKing Abdulaziz UniversityJeddahSaudi Arabia
  2. 2.Geology Department, Faculty of ScienceSohag UniversitySohagEgypt

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