Skip to main content

A Review of Expansive Soil—Effects and Mitigation Techniques

  • Conference paper
  • First Online:
Advances in Computer Methods and Geomechanics

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 56))

Abstract

The swelling and shrinkage phenomenon in expansive soil is one of the major causes of infrastructure distress for decades. The soils with montmorillonite as primary mineral composition possess property of excessive volumetric variation during drying and wetting of soil. The volumetric changes depend on proportion of clay mineral available, their exchangeable ions, and internal microstructure. The construction of structures on expansive soils experiences tilting, total and differential settlements resulting in cracking of building and basement walls, upheaving of rigid and flexible pavements, cracking and failure of utility lines, and damage to doors and windows. In order to understand the behavior of expansive soil and to determine the extent of damage that may occur many studies have been conducted in the past. Further, to categorize the extent of damage and type of distress that can occur due to expansive soil and probable remedial measures that can be helpful to mitigate swelling pressure, large amount of literature is available. This paper reviews the state of the art research related to different types of distress caused due to expansive soil, severity of cracking damage, remedial measures, and points to be considered while selecting remedial measures for expansive soils.

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

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 259.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 329.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 329.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Al-Rawas A, Hago AW, Al-Sarmi H (2005) Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman. Build Environ 40(5):681–687

    Article  Google Scholar 

  2. Alrubaye AJ, Hasan M, Fattah MY (2017) Stabilization of soft kaolin clay with silica fume and lime. Int J Geotech Eng 11(1):90–96

    Article  Google Scholar 

  3. Burland JB, Broms BB, Demello VFB (1997) Behavior of foundations and structures: state of the art report. In: Proceedings of the 9th international conference on soil mechanics and foundation engineering. Japanese Geotechnical Society, Tokyo, Japan, pp 495–546

    Google Scholar 

  4. Das BM (2008) Advances in soil mechanics. CRC Press, Third Edition

    Google Scholar 

  5. Day RW (1998) Settlement behavior of posttensioned slabs-on-grade. J Perform Constr Fac ASCE 12(2):56–61

    Article  Google Scholar 

  6. Goode JC (1982) Heave prediction and moisture migration beneath slabs on expansive soils. Master’s thesis, Colorado State University, Fort Collins, CO

    Google Scholar 

  7. Hudyma N, Avar BB (2006) Changes in swell behavior of expansive clay soils from dilution with sand. Env Eng Geosci 12(2):137–145

    Article  Google Scholar 

  8. Ikizler SB, Aytekin M, Vekli M (2009) Reduction in swelling pressure of expansive soil stabilized using EPS geofoam and sand. Geosynth Int 16(3):216–221

    Article  Google Scholar 

  9. Ikizlera SB, Aytekina M, Nasb E (2008) Laboratory study of expanded polystyrene (EPS) geofoam used with expansive soils. Geotext Geomemb 26:189–195

    Article  Google Scholar 

  10. Katti RK (1978) Search for solutions to problems in black cotton soils. First I.G.S. Annual lecture, Indian Geotechnical society at I.I.T, Delhi

    Google Scholar 

  11. Lin DF, Lin KL, Luo HL (2007) A comparison between sludge ash and fly ash on the improvement in soft soil. Air Waste Manag Assoc 57:59–64

    Article  Google Scholar 

  12. Little DN (1995) Handbook for stabilization of pavement subgrades and base courses with Lime. Lime Association of Texas

    Google Scholar 

  13. Little DN, Males EH, Prusinski JR, Stewart B (2000) Cementitiousstabilization. 79th Millennium Report Series, Transportation Research Board, Washington, DC

    Google Scholar 

  14. López-Lara T, Hernández-Zaragoza JB, Horta-Rangel J, Rojas-González E, López-Ayala S, Castaño VM (2017) Expansion reduction of clayey soils through surcharge application and lime treatment. Case Stud Construct Mater 7:102–110

    Article  Google Scholar 

  15. Miller GA, Azad S (2000) Influence of soil type on stabilization with cement kiln dust. Constr Build Mater 14(2):89–97

    Article  Google Scholar 

  16. Mishra AK, Dhawan S, Rao MS (2008) Analysis of swelling and shrinkage behavior of compacted clays. Geotech Geol Eng 26(3):289–298

    Article  Google Scholar 

  17. National Lime Association (2004) Lime-treated soil construction manual: lime stabilization and lime modification bulletin 326. National Lime Association

    Google Scholar 

  18. Nelson FD, Chao KC, Overton DD, Nelson EJ (2015) Foundation engineering for expansive soils. Wiley

    Google Scholar 

  19. Nelson JD, Miller DJ (1992) Expansive soils: problems and practice in foundation and pavement engineering. Wiley and Sons, New York

    Google Scholar 

  20. Pengelly AD, Addison MB (2001) In-situ modification of active clays for shallow foundation remediation expansive clay soils and vegetative influences on shallow foundations. In: Proceedings of the ASCE geo-institute shallow foundation and soil properties committee sessions at the 2001 civil engineering conference, pp 192–214

    Google Scholar 

  21. Petry TM, Little DN (2002) Review of stabilization of clays and expansive soils in pavements and lightly loaded structures—history, practice, and future. J Mat Civil Eng 14(6):447–460

    Article  Google Scholar 

  22. Punthutaecha K, Puppala AJ, Vanapalli SK, Inyang H (2006) Volume change behaviors of expansive soils stabilized with recycled ashes and fibers. J Mat Civil Eng 18(2):736–751

    Article  Google Scholar 

  23. Satyanarayana B (1966) Swelling pressure and related mechanical properties of black cotton soils. PhD thesis, IISc, Bangalore

    Google Scholar 

  24. Shelke AP, Dasaka SM (2010) Reduction of swelling pressure of expansive soils using EPS geofoam. In: Proceedings of Indian Geotechnical Conference, pp 495–498

    Google Scholar 

  25. Sridharan A, Gurtug Y (2004) Swelling behavior of compacted fine-grained soils, Eng Geol 72(1–2):9–18

    Article  Google Scholar 

  26. Thompson MR (1968) Lime stabilization of soils for highway purposes final summary report, civil engineering studies, highway series no. 25, Illinois Cooperative Highway Research Program, Project IHR-76, 26

    Google Scholar 

  27. US Department of the Army (1983) Technical manual TM 5-818-7, Foundations in expansive soils. Washington, DC

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Trudeep N. Dave .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Dave, T.N., Siddiqui, A.K. (2020). A Review of Expansive Soil—Effects and Mitigation Techniques. In: Prashant, A., Sachan, A., Desai, C. (eds) Advances in Computer Methods and Geomechanics . Lecture Notes in Civil Engineering, vol 56. Springer, Singapore. https://doi.org/10.1007/978-981-15-0890-5_43

Download citation

  • DOI: https://doi.org/10.1007/978-981-15-0890-5_43

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-15-0889-9

  • Online ISBN: 978-981-15-0890-5

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics