Soft Clay and Ground Improvement

Soft clay and ground improvmnet projects include
--- Nerang Broadbeach Roadway Embankment, Australia (Surchanrged Preloading)
--- Coombabah Creek Trial Embankment, Australia (Stone Column)
--- Ipswich Motorway, Australia (Surchanrged Preloading)
--- Leneghans embankment , Australia (Prefabricated Vertical Drain)
THCM
THCM

References:
  • Islam, M.N., Gnanendran, C.T. and Sivakumar, S.T. (2022) “Interpretation of Cone Penetration Test Data of an Embankment for Coupled Numerical Modeling”, Appl. Mech. 2022, 3, 14-45.
    https://doi.org/10.3390/applmech3010002
  • Islam, M.N. and and Gnanendran, C.T. (2020) “Non-associated Flow Rule based ElastoViscoplastic Model for Clay”, Geosciences, 10(6):227, MDPI.
    https://doi.org/10.3390/geosciences10060227
  • Islam, M.N. and Gnanendran, C.T., (2017)“Elastic-viscoplastic model for clays: Development, Validation and Application”, J. of Engineering Mechanics, ASCE, Vol. 143, Issue 10, ASCE.
    https://doi.org/10.1061/(ASCE)EM.1943-7889.0001345
    https://arxiv.org/abs/1801.01835
  • Islam, M.N., Gnanendran, C.T. and Sivakumar, S.T. (2015) “Prediction of embankment time-dependent behaviour of on soft soils: effects of preloading, surcharging and the choice of lab versus field test data for soft soil parameters”, Ground Improvement Case Histories, Edited by Indraratna, B., Chu, J. and Cholachat, R., Vol.1, Chapter.13, page 359-379, Elsevier.
    https://doi.org/10.1016/B978-0-08-100192-9.00013-2
  • Islam, M.N., Gnanendran, C.T. and Sivakumar, S.T. (2014) “Long-term time dependent behavior of surcharged preloaded embankment”,Geo-Congress 2014 Technical Papers, GSP 234, ASCE , pp.2970-2977.
    https://doi.org/10.1061/9780784413272.288
  • Islam, M.N., Gnanendran, C.T., Sivakumar, S.T. and Karim, M.R. (2013) “Long-term performance of a preloaded road embankment”, 18th ICSMGE, 2013, France, pp.1291-1294.
    http://www.cfms-sols.org/sites/default/files/Actes/1291-1294.pdf
  • Islam, M.N., Gnanendran, C.T. and Sivakumar, S.T. (2012) “Effectiveness of Surcharge and Preloading adjacent to a Road Embankment on the Time Dependent Settlement Behaviour”, Geocongress 2012: State of the Art and Practice in Geotechnical Engineering ASCE, pp. 2253-2262.
    https://doi.org/10.1061/9780784412121.231
  • Mofiz, S.M., and Islam, M.N., (2010) “Modeling and Numerical Analysis of Expansive Soil in Stress Path Test”, GeoFlorida 2010: Advances in Analysis, Modeling & Design, ASCE, pp.747-756.
    https://doi.org/10.1061/41095(365)73
  • Mofiz, S.M., and Islam, M.N., (2010) “Assess The Stress-Strain and Interfacial Frictional Behavior of Non-oven Geotextile Reinforced Residual Soil”, GeoFlorida 2010: Advances in Analysis, Modeling & Design, ASCE, pp.823-832.
    https://doi.org/10.1061/41095(365)81