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Monotonic and Cyclic Behavior of Salt-Encrusted Flat (Sabkha) Soil

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Abstract

Sabkha (salt-encrusted flat) soils are problematic because they lose strength due to wetting, and they have liquefaction potential. These soils are spread in North Africa, Australia, and most of the Eastern Province of Saudi Arabia. Owing to a lack of experimental studies, the cyclic behavior of sabkha soils is relatively unknown. The monotonic and cyclic behaviors of sabkha soil were studied based on effective stress (50, 100, and 150 kPa) and cyclic stress ratio (CSR) (0.15, 0.35, and 0.65) using cyclic triaxial and bender element tests. Results indicate that the sabkha exhibits ductile behavior with the cohesion value of 9.33 kPa and a friction angle of 33°. The maximum shear moduli are 18,900, 49,500, and 63,500 kPa for effective confining pressures of 50, 100, and 150 kPa, respectively. Furthermore, the shear modulus tended to decrease with shear strain for different cyclic stress ratios. On the other hand, the damping ratio depends on the level of the cyclic stress ratio. At a cyclic stress ratio of 0.15, the damping ratios remained constant with shear strain. For a cyclic stress ratio of 0.65, the damping ratios decreased with shear strain. However, at a cyclic stress ratio of 0.35, the damping ratio varied with shear strain depending on effective stress.

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References

  1. Al-Amoudi OSB (1994) Chemical stabilization of sabkha soils at high moisture contents. Eng Geol. https://doi.org/10.1016/0013-7952(94)90009-4

    Article  Google Scholar 

  2. Akili W (2004) Foundations over salt-encrusted flats (sabkha): profiles, properties, and design guidelines. University of Missouri, Rolla

    Google Scholar 

  3. Al-Amoudi OSB, Abduljauwad SN (1995) Compressibility and collapse characteristics of arid saline sabkha soils. Eng Geol. https://doi.org/10.1016/0013-7952(95)00016-9

    Article  Google Scholar 

  4. Aiban SA (1994) A study of sand stabilization in Eastern Saudi Arabia. Eng Geol. https://doi.org/10.1016/0013-7952(94)90025-6

    Article  Google Scholar 

  5. Al-Amoudi OSB (2002) Characterization and chemical stabilization of Al-Qurayyah sabkha soil. J Mater Civ Eng. https://doi.org/10.1061/(ASCE)0899-1561(2002)14:6(478)

    Article  Google Scholar 

  6. Al-Shamrani MA, Dhowian AW (1996) Characterization of secondary compression behavior of Sabkha soils. Eng Geol 48(1–2):19–41

    Google Scholar 

  7. Al-Shamrani MA (2004) Applicability of the rectangular hyperbolic method to settlement predictions of sabkha soils. Geotech Geol Eng. https://doi.org/10.1023/B:GEGE.0000047046.73649.04

    Article  Google Scholar 

  8. Al-Homidy AA, Dahim MH, Abd El Aal AK (2017) Improvement of geotechnical properties of sabkha soil utilizing cement kiln dust. J Rock Mech Geotech Eng. https://doi.org/10.1016/j.jrmge.2016.11.012

    Article  Google Scholar 

  9. Mohamedzein YEA, Al-Rawas AA (2011) Cement-stabilization of sabkha soils from Al-Auzayba, Sultanate of Oman. Geotech Geol Eng. https://doi.org/10.1007/s10706-011-9432-y

    Article  Google Scholar 

  10. Abbas HO (2012) Effect of adding fine gravel and cement on settlement of sabkha soil. Eng Technol J 30(1):87–97

    Google Scholar 

  11. Nasr AMA (2015) Geotechnical characteristics of stabilized sabkha soils from the Egyptian-Libyan Coast. Geotech Geol Eng. https://doi.org/10.1007/s10706-015-9872-x

    Article  Google Scholar 

  12. Alnuaim AM, El Naggar MH (2014) Performance of foundations in sabkha soil: numerical investigation. Geotech Geol Eng. https://doi.org/10.1007/s10706-014-9739-6

    Article  Google Scholar 

  13. Ahmed HR, Al Shayea NA (2017) Seismic behavior and zoning of the sabkha soils in Jubail industrial city, Saudi Arabia. J Seismol. https://doi.org/10.1007/s10950-017-9657-1

    Article  Google Scholar 

  14. Google Maps [online] Available through ARU Library. https://www.google.com/maps/@26.8519816,49.7867333,13306m/data=!3m1!1e3

  15. ASTM D6938–10 (2010) Standard test method for in place density and water content of soil and soil aggregate by nuclear methods (shallow depth). ASTM Int. https://doi.org/10.1520/D6938-10

  16. ASTM D2216-10 (2010) Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass 1. ASTM Int. https://doi.org/10.1520/D2216-10

  17. ASTM D422 (2007) Standard test method for particle-size analysis of soils. ASTM Int. https://doi.org/10.1520/D0422-63R07E02

  18. ASTM D4318–10 (2010) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM Int. https://doi.org/10.1520/D4318-10

  19. ASTM D854 (2010) Standard test for specific gravity of soil solids by water pycnometer. ASTM Int. https://doi.org/10.1520/D0854-10

  20. ASTM D4767–11 (2020) Standard test method for consolidated undrained triaxial compression test for cohesive soils. ASTM Int. https://doi.org/10.1520/D4767-11.2

  21. Al-Mhaidib AI (2003) Sabkha soil in the Kingdom of Saudi Arabia: characteristics and treatment. Arts Humanit, 14(2)

  22. ASTM D5311/D5311M-13 (1996) Standard test method for load controlled cyclic triaxial strength of soil. ASTM Int. https://doi.org/10.1520/D5311

  23. Seethalakshmi P, Sachan A (2019) Dynamic behaviour of micaceous sand with varying mica content and its association with compactability, compressibility and monotonic shear response. Int J Geotech Eng. https://doi.org/10.1080/19386362.2019.1589159

    Article  Google Scholar 

  24. Wegener D, Herle I (2014) Prediction of permanent soil deformations due to cyclic shearing with a hypoplastic constitutive model. Geotechnik. https://doi.org/10.1002/gete.201300013

    Article  Google Scholar 

  25. El Takch A, Sadrekarimi A, El Naggar H (2016) Cyclic resistance and liquefaction behavior of silt and sandy silt soils. Soil Dyn Earthq Eng. https://doi.org/10.1016/j.soildyn.2016.01.004

    Article  Google Scholar 

  26. Mehdi E, Baziar MH (2004) Liquefaction resistance of siltysand based on laboratory  undisturbed sample and CPT results paper No 1750

  27. Mashiri MS, Vinod JS, Sheikh MN, Tsang HH (2015) Shear strength and dilatancy behaviour of sand-tyre chip mixtures. Soils Found. https://doi.org/10.1016/j.sandf.2015.04.004

    Article  Google Scholar 

  28. Hussain M, Sachan A (2019) Effect of loading conditions and stress history on cyclic behavior of Kutch soil. Geomech Geoengin 2019:1–19

    Google Scholar 

  29. Pandya S, Sachan A (2019) Effect of frequency and amplitude on dynamic behaviour, stiffness degradation and energy dissipation of saturated cohesive soil. Geomech Geoengin 2019:1–15

    Google Scholar 

  30. Kumar SS, Krishna AM, Dey A (2017) Evaluation of dynamic properties of sandy soil at high cyclic strains. Soil Dyn Earthq Eng. https://doi.org/10.1016/j.soildyn.2017.05.016

    Article  Google Scholar 

  31. Kirar B (2013) Effects of silt content on dynamic properties of solani sand. Seventh Int Conf Case Hist Geotech Eng 4:1–7

    Google Scholar 

  32. Seed HB (1970) Soil moduli and damping factors for dynamic response analysis. EERC

  33. ASTM D3999/D3999M-11 (2013) Standard test methods for the determination of the modulus and damping properties of soils using the cyclic triaxial apparatus. ASTM Int. https://doi.org/10.1520/D3999_D3999M-11E01

  34. Budhu M (2015) Soil mechanics fundamentals. Wiley, Hoboken

    Google Scholar 

  35. Mizuno H, Hirade T (2003) Stiffness and damping of soil-pile system in liquefaction process. In: Proceedings of the Eight US Japan workshop on earthquake resistant design of lifeline facilities and countermeasures against liquefaction technical report MCEER-03-0003, pp 559–570

  36. Arya SC, O’Neill MW, Pincus G (1979) Design of structures and foundations for vibrating machines. Gulf Publishing Company, Houston

    Google Scholar 

Download references

Acknowledgements

The authors would like to acknowledge the support provided by the Research Centre (RC) of the College of Engineering and the Deanship of Scientific Research (DSR) at King Saud University.

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The Research Centre (RC) of the College of Engineering and the Deanship of Scientific Research (DSR) at King Saud University.

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Correspondence to Ahmed Alnuaim.

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Alnuaim, A., Alsanabani, N. & Alshenawy, A. Monotonic and Cyclic Behavior of Salt-Encrusted Flat (Sabkha) Soil. Int J Civ Eng 19, 187–198 (2021). https://doi.org/10.1007/s40999-020-00561-0

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  • DOI: https://doi.org/10.1007/s40999-020-00561-0

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