Numerical Modeling of Mumbai Marine Clay Improved with Prefabricated Vertical Drain
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-63280-8_27
Reference10 articles.
1. Kelly RB, Sloan SW, Pineda JA, Kouretzis G, Huang J (2018) Outcomes of the Newcastle symposium for the prediction of embankment behaviour on soft soil. Comput Geotech 93:9–41. https://doi.org/10.1016/J.COMPGEO.2017.08.005
2. Muhammed JJ, Jayawickrama PW, Teferra A, Özer MA (2020) Settlement of a railway embankment on PVD-improved Karakore soft alluvial soil. Eng Sci Technol Int J 23(5):1015–1027. https://doi.org/10.1016/J.JESTCH.2020.03.004
3. Desai SS, Asce SM, Choudhury D, Asce M, Salunkhe JS (2015) Ground improvement of marine clay for highway construction at Mumbai, India. https://doi.org/10.1061/9780784479087.210
4. Parsa-Pajouh A, Fatahi B, Vincent P, Khabbaz H (2014) Trial embankment analysis to predict smear zone characteristics induced by prefabricated vertical drain installation. Geotech Geol Eng 32(5):1187–1210. https://doi.org/10.1007/s10706-014-9789-9
5. Wong YK (2013) Comparison of drainage line elements in PLAXIS 2D and 3D applied in consolidating marine clay deposits
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