Open Access
| Issue |
MATEC Web Conf.
Volume 319, 2020
2020 8th Asia Conference on Mechanical and Materials Engineering (ACMME 2020)
|
|
|---|---|---|
| Article Number | 06003 | |
| Number of page(s) | 4 | |
| Section | Concrete Structure | |
| DOI | https://doi.org/10.1051/matecconf/202031906003 | |
| Published online | 10 September 2020 | |
- Yi J T, S H Goh and F H Lee, Effect of sand compaction pile installation on strength of soft clay Geotechnique 63 no 12: 1029-41 (2013) [Google Scholar]
- Weber T M, S M Springman, M Gäb, V Racansky and H F Schweiger, Numerical modelling of stone columns in soft clay under an embankment In Proc 2nd Int Workshop on Soft Soils: Focus on Ground Improvement Glasgow 305-11 (2008) [Google Scholar]
- Juneja A, Centrifuge model study of the effects of sand compaction pile installation on soft clay ground PhD National University of Singapore (2002) [Google Scholar]
- Aboshi H, E Ichimoto, M Enoki and K Harada, The composer - a method to improvecharacteristics of soft clays by inclusions of large diameter sand columns In Proceedings of the International Conference on Soil Reinforcement: Reinforced Earth and Other Techniques 21116 Paris (1979) [Google Scholar]
- Asaoka A, T Kodaka, M Nozu and T Hirao, Ed Pande GN and Pietruszczak S, Increase of undrained shear strength and anisotropic characteristics of clay ground improved with sand compaction piles Numerical models in geomechanics: (1995) [Google Scholar]
- Farias M M, T Nakai, H M Shahin, D M Pedroso, P G O Passos and M Hinokio, Ground densification due to sand compaction piles Soils and Foundations 45 no 2: 167-80 (2005) [Google Scholar]
- Guetif Z, M Bouassida and J M Debats, Improved soft clay characteristics due to stone column installation Computers and Geotechnics 34 no 2: 104-11 (2007) [Google Scholar]
- Qiu G, S Henke and J Grabe, Application of a coupled eulerian-lagrangian approach on geomechanical problems involving large deformations Computers and Geotechnics 38 no 1: 30-39 (2011) [Google Scholar]
- Xiao W H, Yielding and failure of cement treated soil PhD National University of Singapore (2009) [Google Scholar]
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