Skip to main content
Log in

Collapse Potential of Oil-Contaminated Loessial Soil (Case Study: Golestan, Iran)

  • Original Paper
  • Published:
Geotechnical and Geological Engineering Aims and scope Submit manuscript

Abstract

Oil pollution in soils is an important problem for foundations, excavations, and slopes. Soil contamination occurs when oil leaks from storages, pipelines, petrochemical activities, etc. for so many reasons. This pollution changes geotechnical properties of soils. Researchers have tested different types of soil to assess their behavior once oil-contaminated. However, to the best of our knowledge, no study on oil-contaminated collapsible soil is published. Accordingly, the present study is an attempt to test collapse potential of these soils. Samples were tested in different saturation conditions. Saturated tests were carried out on clean soil with water, gas oil or lamp oil as pore fluid, separately. Another series of samples were partially contaminated with gas oil or lamp oil and saturated with water. Results showed that, with disturbing loess soils, collapse potential decreases even though the samples were remolded at the same void ratio as that of undisturbed samples. Saturating the samples with gas oil and lamp oil virtually disappeared collapse potential and made it to a very slight value. The samples contaminated with different gas oil and lamp oil contents showed an increase in collapse potential with increasing oil content.

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
Fig. 10
Fig. 11
Fig. 12

Similar content being viewed by others

References

  • ASTM-D2166 (2006) Standard test method for unconfined compressive strength of cohesive soil. ASTM (American Society for Testing and Materials), West Conshohocken, PA

    Google Scholar 

  • ASTM-D2487 (2011) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM (American Society for Testing and Materials), West Conshohocken, PA

    Google Scholar 

  • ASTM-D422 (2007) Standard test methods for particle-size analysis of soils. ASTM (American Society for Testing and Materials), West Conshohocken, PA

    Google Scholar 

  • ASTM-D4318 (2000) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM (American Society for Testing and Materials), West Conshohocken, PA

    Google Scholar 

  • ASTM-D5333 (2003) Standard test methods for measurement of collapse potential of soils. ASTM (American Society for Testing and Materials), West Conshohocken, PA

    Google Scholar 

  • ASTM-D854 (2014) Standard test methods for specific gravity of soil solids by water pycnometer. ASTM (American Society for Testing and Materials), West Conshohocken, PA

    Google Scholar 

  • Clemence SP, Finbarr AO (1981) Design considerations for collapsible soils. J Geotech Eng Div ASCE 107(3):305–317

    Google Scholar 

  • Cook EE, Puri VK, Shin EC (1992) Geotechnical characteristics of crude oil-contaminated sands. In: Proceedings of the 2nd international offshore polar engineering conference, San Francisco, USA, pp 384–387

  • DiMatteo L, Bigotti F, Ricco R (2011) Compressibility of kaolinitic clay contaminated by ethanol–gasoline blends. J Geotech Geoenviron Eng 137:846–849

    Article  Google Scholar 

  • Hosseini MA (2014) Stabilization and improvement of collapsible soils, using electrokinetics & nanomaterials and assessment its strength parameters by unsaturated oedometer. M.Sc. thesis, Sharif University of Technology, Tehran, Iran

  • Kermani M, Ebadi T (2012) The effect of oil contamination on the geotechnical properties of fine-grained soils. Soil Sediment Contam 21:655–671

    Article  Google Scholar 

  • Khamehchiyan M, Hossein Charkhabi A, Tajik M (2007) Effects of crude oil contamination on geotechnical properties of clayey and sandy soils. Eng Geol 89:220–229

    Article  Google Scholar 

  • Khosravi E, Ghasemzadeh H, Sabour M, Yazdani H (2013) Geotechnical properties of gas oil-contaminated kaolinite. Eng Geol. https://doi.org/10.1016/j.enggeo.2013.08.004

    Article  Google Scholar 

  • Meegoda N, Ratnaweera P (1994) Compressibility of contaminated fine-grained soils. Geotech Test J 17:101–113

    Article  Google Scholar 

  • Nasr A (2013) Uplift behavior of vertical piles embedded in oil-contaminated sand. J Geotech Geoenviron Eng 139:162–174

    Article  Google Scholar 

  • Peck RB, Hanson WE, Thornburn TH (1974) Foundation engineering, 2nd edn. Wiley, New York

    Google Scholar 

  • Shin EC, Das BM (2001) Bearing capacity of unsaturated oil-contaminated sand. Int J offshore polar Eng 11(03)

  • Singh SK, Srivastava RK, John S (2008) Settlement characteristics of clayey soils contaminated with petroleum hydrocarbons. Soil Sediment Contam 17:290–300

    Article  Google Scholar 

  • Skempton AW, Jones OT (1944) Notes on the compressibility of clays. J Geol Soc 100:119–135

    Article  Google Scholar 

  • Ur-Rehman H, Abduljauwad SN, Akram T (2007) Geotechnical behavior of oil-contaminated fine-grained soils. Electron J Geotech Eng 12A:15–23

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Saber Nokande.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Nokande, S., Khodabandeh, M.A., Hosseini, S.S. et al. Collapse Potential of Oil-Contaminated Loessial Soil (Case Study: Golestan, Iran). Geotech Geol Eng 38, 255–264 (2020). https://doi.org/10.1007/s10706-019-01014-9

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10706-019-01014-9

Keywords

Navigation