Geotechnical & Geological Engineering

, Volume 12, Issue 4, pp 253–276 | Cite as

Geological and geotechnical aspects of Saudi Arabia

  • T. Al-Refeai
  • D. Al-Ghamdy
Article

Summary

This paper presents a brief review of the geological and geotechnical aspects of the Kingdom of Saudi Arabia. The first part of the paper presents a brief summary of the geological aspects and the soil characteristics in different parts of the country. The second part gives a brief outline of the major geotechnical problems encountered in the regions of the Kingdom along with their geographical locations.

Keywords

Saudi Arabia expansive soils collapsing soils sabkha deposits compressible and shrinking aeolian deposits and shifting sand dunes 

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References

  1. Abu-TalebM.G. and EgeliI. (1981) Some geotechnical problems in the Eastern Province of Saudi Arabia, in Proceedings of the Symposium on Geotechnical Problems in Saudi Arabia, Vol. II, King Saud University, Riyadh, pp. 799–811.Google Scholar
  2. ADA (Arriyadh Development Authority) (1990) The Rising Groundwater Management Program, A General Report, p. 193.Google Scholar
  3. Ahmed, A.W. (1983) ‘Al-Hofuf and Al-Muharraz Soil Study for Ministry of Municipal and Rural Affairs’, Unpublished report.Google Scholar
  4. AkiliW. (1981) On sabkha sands of Eastern Saudi Arabia, in Proceedings of the Symposium on Geotechnical Problems in Saudi Arabia, Vol. II, King Saud University, Riyadh, pp. 775–9.Google Scholar
  5. Akili, W. and Ahmed, N. (1983) The sabkhas of Eastern Saudi Arabia: geotechnical considerations, in Proceedings of the First Saudi Engineering Conference, Vol. II, Dahran, pp. 300–22.Google Scholar
  6. Al-Kateb, A.B. (1972) Seven Green Spikes, Special Study for Ministry of Agriculture and Water, Unpublished report.Google Scholar
  7. Al-MessairieiH.A. and FerozS.A. (1985) Geotechnical aspects in developing Madinat Al-Jubail Al-Sinaiyah, Preprints, in Proceedings of the Symposium on Geotechnical Problems in Saudi Arabia, Vol. II, King Saud University, Riyadh, pp. 2383–412.Google Scholar
  8. Al-MoserA.A. (1988) Shear strength characteristics and effect of lime on strength parameters of soil from Zulfi, BSc Project, Civil Engineering Department, King Saud University, Riyadh.Google Scholar
  9. Al-Muhendis, (1985) Juzan town planning and structural engineering studies, Ministry of Municipal and Rural Affairs, Kingdom of Saudi Arabia. Unpublished report.Google Scholar
  10. Al-Santaly, I.M. (1981) Al-Ghatt soil problems, BSc Project, Civil Engineering Department, King Saud University.Google Scholar
  11. Al-SayariS. and ZotiJ.G. (1978) Quaternary Period in Saudi Arabia, Springer-Verlag, New York.Google Scholar
  12. Al-SolaiS.A. (1983) Compressibility characteristics of desert soils used for highway embankments, BSc Project, Civil Engineering Department, King Saud University, Riyadh.Google Scholar
  13. BadrT. (1992) Scientific means and studies used to stabilize dunes in The Eastern Region, Center for Desert Studies, King Saud University, Riyadh, 25 p.Google Scholar
  14. BrownG.F. and JacksonR.O. (1959) Geologic Map of Kingdom of Saudi Arabia, US Geological Survey, Washington, DC.Google Scholar
  15. Cansult (1981a) Geotechnical report for ring road overhead bridge, unpublished report.Google Scholar
  16. Cansult (1981b). Geotechnical Report for Manakha Street Tunnel, unpublished report.Google Scholar
  17. Cansult (1983). Geotechnical Report for overbridge and embankment underpass, unpublished report.Google Scholar
  18. CookeR.U., GroudieA.S. and DoornkampJ.C. (1978) Middle east-review and bibliography of geomorphological contribution, Quarterly Journal of Engineering Geology 2, 9–18.Google Scholar
  19. DakshanamurthyV. and RamanV. (1973) A simple method of identifying an expansive soil, Soils and Foundations, 13, 97–104.Google Scholar
  20. DaviesJ.A. and LordJ.A. (1981) The effects of cavities in limestone on the construction of high rise building in Al-Khobar, Saudi Arabia, in Proceedings of the Symposium on Geotechnical Problems in Saudi Arabia, Vol. I, King Saud University, Riyadh, pp. 109–28.Google Scholar
  21. Dhowian, A.W. (1993) Major Soil problems in Saudi Arabia Associated with Rising Water Table. Presented at the Chamber of Commerce and Industry, Jeddah.Google Scholar
  22. DhowianA.W. and ToumaF.T. (1991) Water sensitive soils in Saudi Arabia, in Proceedings of the Third Saudi Engineering Conference, Vol. 1, King Saud University, Riyadh, pp. 110–15.Google Scholar
  23. ErolA.O. (1985) Geological Engineering in salt dome region surrounded by sabkha sediments, Saudi Arabia, Engineering Geology, 26, 215–32.Google Scholar
  24. FagerstromH. (1981) Foundation conditions for housing projects in Saudi Arabia: a theme in five variations, in Proceedings of the Symposium on Geotechnical Problems in Saudi Arabia, Vol. II, King Saud University, Riyadh, pp. 589–610.Google Scholar
  25. FookesP.G. (1978) Middle East inherent ground problems, Quarterly Journal of Engineering Geology, 2, 33–49.Google Scholar
  26. Ghazali, F.M., Fatani, M.N.Y. and Khan, A.M. (1985) Geotechnical properties of sabkha soils of Jeddah and Jizan, in Proceedings of the Symposium on Geotechnical Problems in Saudi Arabia, Vol. II, Riyadh, pp. 1945–68.Google Scholar
  27. HanafyE.D. (1989) Physical and compressibility properties of Madinah green clay, in Proceedings of the Second Symposium on Geotechnical Problems in Saudi Arabia, Vol. II, King Saud University, Riyadh, pp. 199–213.Google Scholar
  28. International Associates (1982) Geotechnical Investigation at the Site of the Internal Security Forces Housing Project in Tabuk, unpublished report.Google Scholar
  29. JarallahM.I. (1981) Effects of geotechnical problems on project planning and management in Riyadh, in Proceedings of the Symposium on Geotechnical Problems in Saudi Arabia, Vol. II, King Saud University, Riyadh, pp. 451–74.Google Scholar
  30. Keller, G.K.N. (1984) Power and desalination plant-site in jubail, Investigation Report, unpublished report.Google Scholar
  31. KentP.E. (1978) Middle East—the geological background, Quarterly Journal of Engineering Geology, 2, 2–7.Google Scholar
  32. LordJ.A. and MarcetteauA.R. (1981) Problems of deep basement construction in Riyadh, in Proceedings of the Symposium on Geotechnical Problems in Saudi Arabia, Vol. II, King Saud University, Riyadh, pp. 129–68.Google Scholar
  33. MirzaS.I. (1992) Compaction of dune sand backfill by concrete shaft vibrators, Canadian Geotechnical Journal, 29, 315–21.Google Scholar
  34. OweisI. and BowmanJ. (1981) Geotechnical consideration for construction in Saudi Arabia, ASCE Geotechnical Journal, 107, (No. GT3) 319–38.Google Scholar
  35. PeckR.B., HansonW.E. and ThornburnT.H. (1974) Foundation Engineering, 2nd ed., John Wiley and Sons, London.Google Scholar
  36. Powers, R.W. et al. (1966) Geology of the Arabian Peninsula — Sedimentary Geology of Saudi Arabia, US Geological Survey, Professional Paper 560-D, 147 p.Google Scholar
  37. RahimK.S.A. (1981) Strength and formation characteristics of sedimentary rocks, in Proceedings of the Symposium on Geotechnical Problems in Saudi Arabia, Vol. II, King Saud University, Riyadh, pp. 169–200.Google Scholar
  38. Rahim, K.S.A. (1985) Bar shrinkage characteristics of desert deposits, Reprints of the papers Proceedings of the Symposium on Geotechnical Problems in Saudi Arabia, Vol. II, Riyadh, pp. 1921–43.Google Scholar
  39. RahimK.S.A. (1987) Case studies associated with complex subsoil conditions, A Short Course on Common Geotechnical Problems in Saudi Arabia, King Saud University, Riyadh, pp. 121–59.Google Scholar
  40. RahimK.S.A. and DhowianA.W. (1988) Foundation on stone columns resting on coralline limestone, Proceedings of 2nd International Conference on case histories in Geotechnical Engineering, Vol. 2, University of Missouri-Rolla, St Louis, pp. 158–62.Google Scholar
  41. ReddingJ.H. and LordJ.A. (1981) Designing for the effects of windblown sand along the New Jeddah-Riyadh-Dammam expressway, in Proceedings of the Symposium on Geotechnical Problems in Saudi Arabia, Vol. II, King Saud University, Riyadh, pp. 363–96.Google Scholar
  42. RGME — Rashid Geotechnical and Material Engineers (1982a) Al-Ghatt School soil investigations, unpublished report.Google Scholar
  43. RGME—Rashid Geotechnical and Material Engineers (1982b) Geotechnical investigation at the Votrakon project in Tabuk, unpublished report.Google Scholar
  44. RGME—Rashid Geotechnical and Material Engineers (1983) A report on the geotechnical investigation of the proposed ARAMCO Saudi home ownership community at Al-Hasa, unpublished report.Google Scholar
  45. RGME—Rashid Geotechnical and Material Engineers (1986) Geotechnical investigation — King Saud University, Gassim Campus, unpublished reports.Google Scholar
  46. RGME—Rashid Geotechnical and Material Engineers (1993) Geotechnical investigation—King Saud University, Abha Campus, unpublished report.Google Scholar
  47. RuwaihI.A. and ErolO. (1981) Collapsing behavior of soils from Hutat Bani Tamim, Saudi Arabia, in Proceedings of the Symposium on Geotechnical Problems in Saudi Arabia, Vol. II, King Saud University, Riyadh, pp. 33–62.Google Scholar
  48. Ruwaih, I.A. (1987) Experiences with expansive soils in Saudi Arabia, in Proceedings of 6th International Conference on Expansive Soils, Vol. 1, New Delhi, pp. 317–22.Google Scholar
  49. SalihA. and SwannL. (1989) Geotechnical problems associated with the rising groundwater in Arriyadh, in Proceedings of 2nd Symposium on Geotechnical Problems in Saudi Arabia, King Saud University, Riyadh, pp. 235–58.Google Scholar
  50. StiphoA.S. (1992) Aeolian sand hazards and engineering design for desert regions, Quarterly Journal of Engineering Geology, 25, 83–92.Google Scholar
  51. Tekar (1978) Evaluation of foundation systems for Medina apartments, geotechnical report, Tekar Technical Research Ltd, Co, Turkey, unpublished report.Google Scholar
  52. ToumaF.T. and BellerjeauW.R. (1981) Experience with foundations of structures on rock in Saudi Arabia, in Proceedings of the Symposium on Geotechnical Problems in Saudi Arabia, Vol. II, King Saud University, Riyadh, pp. 201–39.Google Scholar
  53. ToumaF.T., RuwaihI.A. and KhandkerA.A. (1981) Geotechnical mapping of the major cities of Saudi Arabia with special reference to Riyadh City, in Proceedings of the Symposium on Geotechnical Problems in Saudi Arabia, Vol. II, King Saud University, Riyadh, pp. 487–510.Google Scholar
  54. Urpack (1985) Soil investigation, King Saud University Abha Campus, unpublished report.Google Scholar
  55. ZeleiiA.H.E. (1984) Linear shrinkage characteristics of aeolian desert deposits, Project Report for BSc in Civil Engineering, King Saud University, Riyadh.Google Scholar

Copyright information

© Chapman & Hall 1994

Authors and Affiliations

  • T. Al-Refeai
    • 1
  • D. Al-Ghamdy
    • 1
  1. 1.Department of Civil EngineeringKing Saud UniversityRiyadhSaudi Arabia

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