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Ground Improvement Techniques for Soft Soil

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Proceedings of AWAM International Conference on Civil Engineering 2022 - Volume 3 (AICCE 2022)

Abstract

A large number of ground improvement methods are available that can be adopted to treat poor soil site conditions. Several of these methods have been in use for many decades, while others have been recently developed. The selection of the most appropriate ground improvement method can be a complex process that depends upon the consideration of available techniques and a number of performance-specific and site-specific factors. Ground improvement using prefabricated vertical drain (PVD) with surcharge loading is one of the effective systems to accelerate the removal of excess pore water pressure in saturated soft clay prone to excessive settlement. The main ground improvement techniques and the key components of surcharge preloading with PVD are discussed.

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References

  1. ASCE.: Soil Improvement-History, Capabilities, and Outlook. J.K Mitchell, Editor. American Society of Civil Engineers, New York, 182:6 (1978)

    Google Scholar 

  2. Mitchell, J.K.: Soil improvement-state of the art report. In Proc., 11th Int. Conf. on SMFE 4, 509–565) (1981)

    Google Scholar 

  3. Ground Improvement Ground Reinforcement Ground Treatment: Developments (1987–1997): Logan, Utah July 17-19, 1997 (Geotechnical Special Publication), ASCE

    Google Scholar 

  4. Munfakh, G.A., Wyllie, D.C.: Ground improvement engineering-issues and selection. ISRM. Int. Symp. Melbourne, Australia (2000)

    Google Scholar 

  5. Terashi, M., Juran, I.: Ground improvement-state of the art. ISRM. Int. Symp. ISRM (2000)

    Google Scholar 

  6. Elias, V., Welsh, J., Warren, J., Lukas, R., Collin, J.G., Berg, R.R.: Ground improvement methods, Volumes I and II, Publication No.’s FHWA NHI-06-019 and FHWA NHI-06-020, US Dept. of Transportation, Federal Highway Administration (2006)

    Google Scholar 

  7. Chu, J., Varaksin, S., Klotz, U., Menge, P.: State of the Art Report: Construction Processes. In: Proceedings 17th International Conference on Soil Mechanics and Geotechnical Engineering, Alexandria, Egypt, pp. 3006–3135 (2009)

    Google Scholar 

  8. Holtz, R.D.: “Treatment of Problem Foundations for Highway Embankments”, Synthesis of Highway Practice 147, National Cooperative Highway Research Program, Transportation Research Board, 72 pp (1989)

    Google Scholar 

  9. Munfakh, G.A. Ground improvement engineering–the state of the US practice: part 1. Methods. Proceedings of the Institution of Civil Engineers-Ground Improvement, 1(4), 193–214 (1997)

    Google Scholar 

  10. Indraratna, B.: 2009 EH Davis Memorial Lecture: Recent advances in the application of vertical drains and vacuum preloading in soft soil stabilization. Aust. Geomech. J. AGS. 45(2): 1–43 (2010)

    Google Scholar 

  11. Ghandeharioon, A., Indraratna, B., Rujikiatkamjorn, C.: Analysis of soil disturbance associated with mandrel-driven prefabricated vertical drains using an elliptical cavity expansion theory. Int. J. Geomech. 10(2): 53–64 (2010)

    Google Scholar 

  12. Indraratna, B., Rujikiatkamjorn, C., Ameratunga, J., Boyle, P.: Performance and prediction of vacuum combined surcharge consolidation at Port of Brisbane. J. Geotech. Geoenviron. Eng. 137(11): 1009–1018 (2011)

    Google Scholar 

  13. Rixner, J.J., Kraemer, R.S., Smith, D.A.: Prefabricated Vertical Drains. Federal Highway Administration, Washington (I. D.C.Rep. No.FHWA/RD-86/168) (1986)

    Google Scholar 

  14. Bergado, T.D., Balasubramaniam, A.S., Fannin, J.R., Holtz, D.R.: Can. Geotech. J. 39(2), 304–315 (2002)

    Article  Google Scholar 

  15. Chai, J., Hong, Z., Shen, S.: Vacuum-drain consolidation induced pressure distribution and ground deformation. Geotext. Geomembr. 28(6): 525–535 (2010)

    Google Scholar 

  16. Indraratna, B., Bamunawita, C., Khabbaz, H.: Numerical modeling of vacuum preloading and field applications. Can. Geotech. J. 41(6): 1098–1110 (2004)

    Google Scholar 

  17. Indraratna, B., Redana, I.W.: Numerical modeling of vertical drains with smear and well resistance installed in soft clay. Can. Geotech. J. 37(1): 132–145 (2000)

    Google Scholar 

  18. Hansbo, S.: Consolidation of fine grained soils by prefabricated drains. In: Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, vol. 3, Stockholm. pp. 677–682 (1981)

    Google Scholar 

  19. Miura, N., Chai, J.C.: Investigation of factors affecting vertical drain behavior. J. Geotech. Eng. ASCE. 125(1): 216–226 (1999)

    Google Scholar 

  20. Chen, C.S.: “Use of prefabricated vertical drain to expedite the consolidation settlement”, Semin. Exhib. Building. Geosynthetics. 30 (2004)

    Google Scholar 

  21. Holtz, R.D., Jamiolkowski, M., Lancellotta, R. and Pedroni, R.: Prefabricated vertical drains: Design and performance, CIRIA ground engineering report, Butterworth-Heinemann Ltd., London (1991)

    Google Scholar 

  22. Mesri, G., Lo, D.O.K.: “Field performance of prefabricatedvertical drains.” In: Proceeding International Conference on Geotechnical Engineering forCoastal Development: Theory and Practice on Soft Ground, CoastalDevelopment Institute of Technology, Tokyo, 231–236 (1991)

    Google Scholar 

  23. Indraratna, B., Redana, I.W.: Laboratory determination of smear zone due to verticaldrain installation. J. Geotech. Eng. ASCE. 124(2), 180–184 (1998)

    Google Scholar 

  24. Barron, R.A.: Consolidation of fine grained soils by drain wells. Trans. ASCE 113, 718–724 (1948)

    Google Scholar 

  25. Widodo, S., Ibrahim, A.: Estimation of primary compression index (Cc) using physical properties of Pontianak soft clay. Int. J. Eng. Res. Appl. (IJERA) 2(5), 2232–2236 (2012)

    Google Scholar 

  26. Bhattacharya, A.K., Basack, A.: Geotechnical Conference, H-029 (2011) 2, vol. 2346, pp. 718–754. A.R. Barron, ASCE (1948)

    Google Scholar 

  27. Indraratna,B., Sathananthan, I., Rujikiatkamjorn, C., Balasubramaniam, S.A.: Analytical and Numerical Modeling of Soft SoilStabilized by Prefabricated Vertical DrainsIncorporating Vacuum reloading. Int. J. Geo. Mech. 10.1061 (2005)

    Google Scholar 

  28. Das, B.M.: Principles of Geotechnical Engineering (1995)

    Google Scholar 

  29. Terzaghi, K.: Theoretical Soil Mechanics. Willey, New York (1943)

    Google Scholar 

  30. Lau, K.W.K., Cowland, W.J.: Transport and Geoenvironment. Geotech. Spec. Publ. 103, 140—161 (2000)

    Google Scholar 

  31. Kjellman, W.: Proceedings of 2nd ICSMFE, vol. 2, pp. 302–305 (1948)

    Google Scholar 

  32. Carrillo, N.: Simple two and three dimensional case in the theory of consolidation of soils. J. Math. Phys. 21(1), 1–5 (1942)

    MathSciNet  Google Scholar 

  33. Sukla, S.A., Kambekar, A.R.: Working of prefabricated vertical drain—a case study. IJIRSET 2003(2) (2013)

    Google Scholar 

  34. Craig, R.F.: Craig’s Soil Mechanics, pp. 227–274. Taylor & Francis (2004)

    Google Scholar 

  35. Hansbo, S.: Consolidation of clay by band-shaped prefabricated drains. Ground Eng. 12(5), 16–25 (1979)

    Google Scholar 

  36. Holtz, R.D., Kovacs, W.D.: An Introduction to Geotechnical Engineering, pp. 283–368. Prentice-Hall, Inc. (1982)

    Google Scholar 

  37. Ng, K.S., Chew, Y.M., Lazim, N.I.A.: Prediction of consolidation characteristics from index properties. In: ICCEE 2018: International Conference of Civil and Environmental Engineering 2018 (2018)

    Google Scholar 

  38. Seah, T.H.: Design and construction of ground improvement works at Suvarnabhumi Airport. Geotech. Eng. (2006)

    Google Scholar 

  39. Skempton, A.W.: Notes on the compressibility of clays. Q. J. Geol. Soc. London 100, 119–135 (1944)

    Article  Google Scholar 

  40. Terzaghi, K., Peck, R.B.: Soil Mechanics in Engineering Practice, 2nd edn. Wiley, New York (1967)

    Google Scholar 

  41. Varaksin, S., Yee, K.: Challenges in ground improvement technologies for extreme conditions: concept and performance. In: Proceedings of 16th Southeast Asian Geotechnical Conference, Kuala Lumpur, pp. 101–115 (2007)

    Google Scholar 

  42. Vinod, P., Bindu, J.: Compression index of highly plastic clays-an empirical correlation. Indian Geotech. J. 40(3), 174–180 (2010)

    Google Scholar 

  43. Whitlow, R.: Basic Soil Mechanics, pp. 402–450. Pearson Education Ltd. (2001)

    Google Scholar 

  44. Wroth, C.P., Wood, D.M.: The correlation of index properties with some basic engineering properties of soils. Can Geotech. J. 15(2), 137–145 (1978)

    Article  Google Scholar 

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Acknowledgements

The authors would like to acknowledge USM Grant RUI/8014094 which has supported this research.

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Correspondence to S. Sharmeelee .

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Sharmeelee, S., Ahmad, F. (2024). Ground Improvement Techniques for Soft Soil. In: Sabtu, N. (eds) Proceedings of AWAM International Conference on Civil Engineering 2022 - Volume 3. AICCE 2022. Lecture Notes in Civil Engineering, vol 386. Springer, Singapore. https://doi.org/10.1007/978-981-99-6026-2_6

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  • DOI: https://doi.org/10.1007/978-981-99-6026-2_6

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