Strengthening Low Plastic Soils Using Micro Fine Cement through Deep Mixing Methodology

Manish V. Shah; Parth Shah; Abhay R Gandhi

doi:10.1051/e3sconf/20199217009

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 17009

References

Open Access

Issue		E3S Web Conf. Volume 92, 2019 7^th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)


Article Number		17009
Number of page(s)		4
Section		Physical Modelling
DOI		https://doi.org/10.1051/e3sconf/20199217009
Published online		25 June 2019

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[1] Filz G. M. et.al. Standardized definitions and laboratory procedures for soil cement specimens applicable to wet method of deep mixing, Geo-Frontiers Congress, ASCE, 162, 1 (2005) [Google Scholar]

[2] M. Kitazume et.al, The Japanese Geotechnical Society-Elsevier, 55761, 777 (2015) [Google Scholar]

[3] I. A Mostafa et.al, ASCE, 128, 6, 520-529 (2002) [Google Scholar]

[4] Federal Highway Administration Design Manual: Deep Mixing for Embankment and Foundation Support, FHWA-HRT-13-046 (2013) [Google Scholar]

[5] M. Topolnicki et.al, Grouting and Deep Mixing, ASCE, 228, 1, 533-542 (2012) [Google Scholar]

[6] M. Terashi Theme lecture: Deep mixing method-Brief state of the art. , 4^th Proceedings of the International Conference on Soil Mechanics and Foundation Engineering, Hamburg, 2475-2478 (1997) [Google Scholar]

[7] EuroSoilStab (2002), Design guide soft soil stabilization, CT97-0351 [Google Scholar]

[8] D. A. Bruce, Practitioner’s guide to deep mixing, Ground Improvement, 5, 3, 95-100 (2001) [CrossRef] [Google Scholar]

[9] Coastal Development Institute of Technology (CDIT), (2002), The Deep Mixing Method: Principle, Designed Construction [Google Scholar]

[10] B. Broms, Deep soil stabilization: design and construction of lime and lime/cement columns, Stockholm: Royal Institute of Technology (2003) [Google Scholar]