Skip to main content

Geotechnics of Soft Ground

  • Chapter
  • First Online:
  • 1322 Accesses

Part of the book series: Developments in Geotechnical Engineering ((DGE))

Abstract

Geotechnical practice conventionally involves investigating a site to characterize it through: (1) in situ testing and (2) laboratory testing of so-called undisturbed samples, and then synthesizing the results to predict the overall response of the ground to engineering intervention. In the recent past, several case studies have been reported in the literature, particularly of soft ground improved by preloading with prefabricated vertical drains (PVDs), with time–settlement plots obtained from data recorded by settlement gauges installed at different depths in the ground. In addition, several load–displacement responses of piles are also available in the literature. This paper complements the above approach of element response to gross one by analyzing the response of the ground to arrive at its gross engineering properties or characteristics. Methods to estimate the compression index, C c, and the coefficient of radial consolidation, c r, by back-analysis of observed time–settlement plots of PVD-improved ground are illustrated. Furthermore, an approach to predict the magnitude of desiccation of weathered crust, and quantify the non-homogeneity of soft ground with respect to C c, is presented. The c r values estimated from three case histories compare reasonably well with those given by Hansbo (2005). Lastly, a method to estimate the initial shaft and base stiffnesses and the ultimate shaft and base resistances of a pile foundation is presented by considering the soil–pile response to be hyperbolic. Predictions compare well with results obtained from pile load tests (PLTs) performed at three different locations in India.

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

Buying options

Chapter
USD   29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD   99.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD   129.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD   179.99
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

Learn about institutional subscriptions

References

  • Asaoka, A. (1978). Observational procedure of settlement prediction. Soils and Foundations, 18(4), 87–101.

    Article  Google Scholar 

  • Balasubramaniam, A. S., Huang, M., Bolton, M., Oh, E. Y. N., Bergado, D. T., & Phienwej, N. (2007). Interpretation and analysis of test embankments in soft clays with and without ground improvement. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 38(3), 235–254.

    Google Scholar 

  • Baroni, M., & Almeida, M. S. S. (2017). Compressibility and stress history of very soft organic clays. In Proceedings of the ICE–Geotechnical Engineering. 170(2), 148–160.

    Google Scholar 

  • Barron, R. A. (1948). Consolidation of fine-grained soils by drain wells. Transactions of ASCE, 113(1), 718–742.

    Google Scholar 

  • Bjerrum, L. (1972). Embankments on soft ground. In Proceedings of Specialty Conference on Performance of Earth and Earth-Supported Structures. ASCE, Purdue University, pp. 1–54.

    Google Scholar 

  • Charan, V. V. & Madhav, M. R. (2015). Method for estimation of coefficient of consolidation for radial flow from in-situ time-settlement plots. In Proceedings of 50th Indian Geotechnical Conference (IGC). Pune, India, Paper No. 309, pp. 1–8.

    Google Scholar 

  • Charan, V. V. & Madhav, M. R. (2016). Estimation of coefficient of consolidation with radial flow by inflection method from in-situ time-settlement plots. In Proceedings of 4th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering. pp. 591–598. Nicosia, North Cyprus.

    Google Scholar 

  • Cour, F. R. (1971). Inflection point method for computing c v. Journal of the Soil Mechanics and Foundations Division, ASCE, 97(5), 827–831.

    Google Scholar 

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

    Google Scholar 

  • Hansbo, S. (2005). Experience of consolidation process from test areas with and without vertical drains. In B. Indraratna & J. Chu (Eds.), Ground Improvement—Case Histories (Vol. 3, pp. 3–49). UK: Elsevier.

    Chapter  Google Scholar 

  • IS:2911 (Part 1/Sec 2) (1979). Code of practice for design and construction of pile foundations—bored cast in-situ piles. Bureau of Indian Standards, New Delhi, India.

    Google Scholar 

  • Kiran, K. V., Madhav, M. R., & Vidyaranya, B. (2017). Estimation of shaft and base responses from pile load test. In Proceedings of 7th Conference on Deep Foundation Technologies for Infrastructure Development in India (DFI-India 2017). Chennai, India (in press).

    Google Scholar 

  • Kootahi, K., & Moradi, G. (2017). Evaluation of compression index of marine fine-grained soils by the use of index tests. Marine Georesources and Geotechnology, 35(4), 548–570.

    Article  Google Scholar 

  • Lee, C., Hong, S.-J., Kim, D., & Lee, W. (2015). Assessment of compression index of Busan and Incheon clays with sedimentation state. Marine Georesources and Geotechnology, 33(1), 23–32.

    Article  Google Scholar 

  • Madhav, M. R., & Srikar, G. (2014). Estimation of compression index from in-situ time-settlement plots. In Proceedings of Indian Geotechnical Conference (IGC). Kakinada, India, pp. 1485–1489.

    Google Scholar 

  • Madhav, M. R., Charan, V. V., & Srikar, G. (2015). Estimation of non-homogeneities in in-situ compressibility and consolidation parameters of soft ground. In Proceedings of International Conference on Geotechnical Engineering (ICGE). Colombo, Sri Lanka, pp. 267–270.

    Google Scholar 

  • McCabe, B., Sheil, B. B., Long, M. M., Buggy, F. J. & Farrell, E. R. (2014). Empirical correlations for the compression index of Irish soft soils. Proceedings of the ICE–Geotechnical Engineering, 167(6), 510–517.

    Google Scholar 

  • Mesri, G., Feng, T. W., & Shahien, M. (1999). Coefficient of consolidation by inflection point method. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125(8), 716–718.

    Article  Google Scholar 

  • Olson, R. E. (1977). Consolidation under time dependent loading. Journal of Geotechnical Engineering Division, ASCE, 103(1), 55–60.

    Google Scholar 

  • Robinson, R. G. (1997a). Consolidation analysis by an inflection point method. Geotechnique, 47(1), 199–200.

    Article  MathSciNet  Google Scholar 

  • Robinson, R. G. (1997b). Determination of radial coefficient of consolidation by the inflection point method. Geotechnique, 47(5), 1079–1081.

    Article  Google Scholar 

  • Rowe, P. W., & Barden, L. (1966). A new consolidation cell. Geotechnique, 16(2), 162–170.

    Article  Google Scholar 

  • Sinha, A. K., Havanagi, V. G., & Mathur, S. (2007). Inflection point method for predicting settlement of PVD improved soft clay under embankments. Geotextiles and Geomembranes, 25(6), 336–345.

    Article  Google Scholar 

  • Tiwari, B., & Ajmera, B. (2012). New correlation equations for compression index of remolded clays. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 138(6), 757–762.

    Article  Google Scholar 

Download references

Acknowledgements

The contributions of V. Venkata Charan, G. Srikar, and K. Vijay Kiran, former graduate students at JNTU, Hyderabad, and B. Vidyaranya, Engineering Manager, L&T, Mumbai, are gratefully acknowledged.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Madhav Madhira .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2018 Springer Nature Singapore Pte Ltd.

About this chapter

Check for updates. Verify currency and authenticity via CrossMark

Cite this chapter

Madhira, M., Sakleshpur, V.A. (2018). Geotechnics of Soft Ground. In: Krishna, A., Dey, A., Sreedeep, S. (eds) Geotechnics for Natural and Engineered Sustainable Technologies. Developments in Geotechnical Engineering. Springer, Singapore. https://doi.org/10.1007/978-981-10-7721-0_2

Download citation

  • DOI: https://doi.org/10.1007/978-981-10-7721-0_2

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-10-7720-3

  • Online ISBN: 978-981-10-7721-0

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics