Skip to main content
Log in

Application of shear wave velocity for characterizing clays from coastal regions

  • Geotechnical Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

Demand for infrastructure development in coastal regions where the subsurface is often composed of soft clays, results from the desire for rapid industrialization. The frequently encountered coastal soil conditions often call for suitable ground improvement and modification techniques to prepare soft deposits for foundation construction. For appropriate site improvement, several engineering soil properties are desired which require expensive and time consuming field and laboratory testing. Under such circumstances, empirical correlations based on routinely determined soil properties would be very useful and economical in planning of the project. With this as a goal, undisturbed samples from three on-shore and off-shore sites of the coastal regions in India, where major infrastructure projects are being executed, were collected. These samples were tested for physical, chemical, mineralogical and geotechnical characteristics. In addition, shear wave velocity of specimens of these soils was determined by using bender elements. Based on this data, empirical correlations between void ratio, compression index and undrained shear strength with shear wave velocity of clays were developed. Because shear wave velocity can be easily determined in the laboratory, these correlations are found to be valuable for preliminary planning of the project. The utility of these correlations for preliminary characterization of the soft soil has also been demonstrated.

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.

Similar content being viewed by others

References

  • Affi, S. S. and Woods, R. D. (1971). “Long-term pressure effects on shear modulus of soils.” Journal of Soil Mechanics and Foundation Engineering, ASCE, Vol. 97,Issue 10, pp. 1445–1460.

    Google Scholar 

  • Alba, Pde. (2004). “Treasure Island, California, national geotechnical experimentation site.” International Workshop for Site Selection, Installation, and Operation of Geotechnical Strong-Motion Arrays: Workshop 1, Inventory of Current and Planned Arrays, October 14–15, 2004, Consortium of Organizations for Strong-motion Observation Systems.

  • Al-Khafaji, A. W. N. and Andersland, O. B. (1992). “Equations for compression index approximation.” Journal of Geotechnical Engineering, ASCE, Vol. 118,Issue 1, pp. 148–153.

    Article  Google Scholar 

  • American Society for Testing and Materials (1994). ASTM D 5550. Standard test method for specific gravity of soil solids by gas pycnometer, West Conshohocken, PA, USA.

  • American Society for Testing and Materials (1994). ASTM D 2487-93. Standard classification of soils for engineering purposes (unified soil classification system), West Conshohocken, PA, USA.

  • American Society for Testing and Materials (1994). ASTM D 422-63. Standard test method for particle size analysis of soils, West Conshohocken,PA, USA.

  • American Society for Testing and Materials (1998). ASTM D 2216. Standard test method for laboratory determination of water (moisture) content of soil and rock by mass, West Conshohocken, PA, USA.

    Google Scholar 

  • American Society for Testing and Materials (2004). ASTM D 4318-93 Standard test method for liquid limit, plastic limit and plasticity index of soils, West Conshohocken, PA, USA.

  • American Society for Testing and Materials (2004). ASTM D 2435-03 Standard test method for one-dimensional consolidation properties of soils using incremental loading, West Conshohocken, PA, USA.

  • American Society for Testing and Materials (2004). ASTM D 4767-04. Standard test method for consolidated undrained triaxial compression test for cohesive soils, West Conshohocken, PA, USA.

  • American Society for Testing and Materials (2006). ASTM D 554. Standard test method for specific gravity of soil solids by water pycnometer, West Conshohocken, PA, USA.

  • Anagnostopoulos, A., Koukis, G., Sabatakakis, N., and Tsiambaos, G. (2003). “Empirical correlations of soil parameters based on Cone Penetration Tests (CPT) for Greek soils.” Geotechnical and Geological Engineering, Vol. 21,Issue 4, pp. 377–387.

    Article  Google Scholar 

  • Anderson, D. G., Espana, C., and McLamore, V. R. (1978). “Estimating in-situ shear moduli at competent sites.” Proc. ASCE Specialty Conference on Earthquake Engineering and Soil Dynamics, Pasadena, Vol. 1, pp. 181–197.

    Google Scholar 

  • Athanasopolous, G. A. and Woods, R. D. (1985). “Temporary decrease of clay modulus in resonant column test.” XI International Conference, Soil Mechanics and Foundation Engineering, San Francisco, Vol. 2, pp. 979–982.

    Google Scholar 

  • Azzous, A. S., Krizek, R. J., and Corotis, R. B. (1976). “Regression analysis of soil compressibility.” Soils and Foundations, Vol. 16,Issue 2, pp. 19–29.

    Google Scholar 

  • Bartake, P. P., Patel, A., and Singh, D. N. (2008). “Instrumentation for bender element testing of soils.” International Journal of Geotechnical Engineering, Vol. 2,Issue 4, pp. 395–405.

    Article  Google Scholar 

  • Bjerrum, L. (1993). “Problems of soil mechanics in unstable soils.” In Proceedings of 8 th International Conference on Soil Mechanics and Foundation Engineering, Moscow, pp. 111–159.

  • Blake, W. D. (1996). “Relationships between un-drained shear strength, compression and shear wave velocities.” Offshore Technology Research Centre, Texas, NSF#CDR-8721512.

  • Bojana, D. (2006). “The impact of mineral composition on the compressibility of saturated soils.” Mechanics of Materials, Vol. 38,Issue 7, pp. 599–607.

    Google Scholar 

  • Bowles, J. E. (1989). Physical and geotechnical properties of soils, McGraw-Hill Book Company Inc., New York.

    Google Scholar 

  • Bryant, W. R., Bennett, R. H., and Katherman, C. E. (1981). “Shear strength, consolidation, porosity, and permeability of oceanic sediments.” In: Emiliani, C. (Ed.), The Oceanic Lithosphere: The Sea, New York (Wiley & Sons), Vol. 7, pp. 1555–1616.

  • Cozzolino, M. (1961). “Statistical forecasting of compression index.” In Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, Vol. 1, pp. 51–53.

    Google Scholar 

  • Dewoolkar, M.M. and Huzjak, R. J. (2005). “Drained residual shear strength of some clay stones from Front Range, Colorado.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131,Issue 12, pp. 1543–1551.

    Article  Google Scholar 

  • Francisca, F., Yun, T. S., Ruppel, C., and Santamarina, J. C. (2005). “Geophysical and geotechnical properties of near sea-floor sediments in the Northern Gulf of Mexico gas hydrate province.” Earth and Planetary Science Letters, Vol. 237, pp.924–939.

    Article  Google Scholar 

  • Hardin, B. O. (1978). “The nature of stress-strain behavior of soils.” Proceeding of the Geotechnical Division. Conference on Earthquake Engineering and Soil Dynamics, Pasadena, California.

  • Hardin, B. O. and Black, W. L. (1968). “Vibration modulus of normally consolidated clay.” Journal of Soil Mechanics and Foundation Engineering, ASCE, Vol. 94,Issue 2, pp. 353–368.

    Google Scholar 

  • Hardin, B. O. and Drnevich, V. P. (1972). “Shear modulus and damping in soils: design equations and curves.” Journal of Soil Mechanics and Foundation Engineering, ASCE, Vol. 98,Issue 7, pp. 667–692.

    Google Scholar 

  • Humphries, W. K. and Wahls, H. E. (1968). “Stress history effects on dynamic modulus of clay.” Journal of Soil Mechanics and Foundation Engineering, ASCE, Vol. 94,Issue 2, pp. 371–389.

    Google Scholar 

  • Jarvis, K. D. and Knight, R. (2000). “Near-surface VSP surveys using the seismic cone penetrometer.” Geophysics, Vol. 65,Issue 4, pp. 1048–1056.

    Article  Google Scholar 

  • Joint Committee on Powder Diffraction Standards, JCPDS (1994). International Centre for Diffraction Data, Newtown Square, PA, USA.

  • Kolay, P. K. and Singh, D. N. (2001). “Effect of zeolitization on compaction, consolidation and permeation characteristics of a lagoon ash.” Journal of Testing and Evaluation, ASTM, Vol. 28,Issue 6, pp. 425–430.

    Google Scholar 

  • Koppula, S. D. (1981). “Statistical estimation of compression index.” Geotechnical Testing Journal, ASTM, Vol. 4,Issue 2, pp. 68–73.

    Article  Google Scholar 

  • Landon, M. M., DeGroot, D. J., and Sheahan, T. C. (2007). “Nondestructive sample quality assessment of soft clay using shear wave velocity.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.133,Issue 4, pp. 424–432.

    Article  Google Scholar 

  • Lav, M. A. and Ansal, A. M. (2001). “Regression analysis of soil compressibility.” Turkish. Journal of Environmental Science, Vol. 25, pp.101–109.

    Google Scholar 

  • Lee, J. S. and Santamarina, J. C. (2005a). “Bender elements: Performance and signal interpretation.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 131,Issue 9, pp. 1063–1070.

    Article  Google Scholar 

  • Marchetti, S. (1980). “In situ test by flat-dilatometer.” Journal of Geotechnical Engineering, ASCE, Vol. 106,Issue 3, pp. 299–321.

    Google Scholar 

  • Mathematica 4.1 (2000). Wolfram Research Inc. Champaign, USA.

  • Nagaraj, T. and Murthy, B. S. R. (1985). “Prediction of the preconsolidation pressure and recompression index of soils.” Geotechnical Testing Journal, ASTM, Vol. 8,Issue 4, pp. 199–202.

    Google Scholar 

  • Ohta, Y. and Goto, N. (1978). “Empirical shear wave velocity equations in terms of characteristics soil indexes.” Earthquake Engineering and Structural Dynamics, Vol. 6,Issue 2, pp. 167–187.

    Article  Google Scholar 

  • Ohtsubo, M., Egashira, K., and Kashima, K. (1995). “Depositional and post depositional geochemistry and its correlation with geotechnical properties of marine clays in Ariake bay Japan.” Geotechnique, Vol. 45,Issue 3, pp. 509–523.

    Google Scholar 

  • Okur, D. V. and Ansal, A. (2007). “Stiffness degradation of natural finegrained soils during cyclic loading.” Soil Dynamics and Earthquake Engineering, Vol. 27, pp. 843–854.

    Article  Google Scholar 

  • Pitilakis, K., Makropoulos, K., Bernard, P., Lemeille, F., Caen, H.L., Thierry, C.B., Tika, T., Manakou, M., Diagourtas, D., Raptakis, D., Polyxene, K., Makra, K., Pitilakis, D., and Bonilla, F. (2004). “The Corinth Gulf Soft Soil Array (CORSSA) to study site effects.” Comptes Rendus Geosciences, Vol. 336,Issue 4–5, pp. 353–365.

    Article  Google Scholar 

  • Rendon-Herrero, O. (1983). “Universal compression index equation.” Journal of Geotechnical Engineering, ASCE, Vol. 109,Issue 10, pp. 1349–1353.

    Google Scholar 

  • Robertson, P. K., Woeller, D. J., and Finn, W. D. L. (1992). “Seismic cone penetration test for evaluating liquefaction potential under cyclic loading.” Canadian Geotechnical Journal, Vol. 29, pp. 686–695.

    Article  Google Scholar 

  • Schmertmann, J. H. (1992). “Twenty-fifth terzaghi lecture: the mechanical aging of soils.” Journal of Geotechnical Engineering, ASCE, Vol. 117,Issue 9, pp. 1288–1330.

    Google Scholar 

  • Seed, H. B. and Idriss, I. M. (1970). Soil moduli and damping factors for dynamic response analyses, Report No. EERC 70-10, Earthquake Engineering Research Centre, University of California.

  • Shah, P. H. and Singh, D. N. (2006). “Methodology for determination of hygroscopic moisture content of soils.” Journal of ASTM International, Vol. 3,Issue 2, Available online.

  • Skempton, A. W. and Bjerrum, L. (1957). “A contribution to the settlement analysis of foundations on clay.” Geotechnique, Vol. 7, No. 3, pp. 168–178.

    Google Scholar 

  • Tavenas, F., Leblond, P., and Leroueil, S. (1983). “The permeability of natural soft clays.” Parts 1 and 2 methods of laboratory measurement. Canadian Geotechnical Journal, Vol. 20, No. 4, pp. 629–660.

    Article  Google Scholar 

  • Wang, G. X. and Kuwano, J. (1999). “Modeling of strain dependency of shear modulus and damping of clayey sand.” Soil Dynamics and Earthquake Engineering, Vol. 18, No. 6, pp. 463–471.

    Article  Google Scholar 

  • Watabe, Y., Tsuchida, T., and Adachi, K. (2002). “Undrained shear strength of pleistocene clay in Osaka Bay.” Journal of Geotechnical and Geoenvironmental. Engineering, ASCE, Vol. 128,Issue 3, pp. 216–226.

    Article  Google Scholar 

  • Yilmaz, I. (2000). “Evaluation of shear strength of clayey soils by using their liquidity index.” Bulletin of engineering Geology and the Environment, Vol. 59,Issue 3, pp. 227–229.

    Article  MathSciNet  Google Scholar 

  • Yilmaz, I. and Erzin, Y. (2004). “On the reliability of SPT-N value as an indication of consistency of clayey soils.” Electronic Journal of Geotechnical Engineering, Published online.

  • Yoon, G. L., Kim, B. T., Yoon, Y. W., and Shim, J. S. (2006). “Statistical analysis of Kwangyang marine clay for compression index.” Foundation Analysis and Design: Innovative Methods ASCE (GSP 153), pp. 67–75.

  • Yun, T. S., Narsilio, G. A., and Santamarina, J. C. (2006). “Physical characterization of core samples recovered from Gulf of Mexico.” Marine and Petrology Geology, Vol. 23,Issues 9–10, pp. 893–900.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to D. N. Singh.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Kulkarni, M.P., Patel, A. & Singh, D.N. Application of shear wave velocity for characterizing clays from coastal regions. KSCE J Civ Eng 14, 307–321 (2010). https://doi.org/10.1007/s12205-010-0307-1

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12205-010-0307-1

Keywords

Navigation