Centrifuge Modeling and Piv Analysis of Geogrid Reinforced Pile Supported Embankments over Soft Clay
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40891-024-00574-y.pdf
Reference62 articles.
1. Chen RP, Xu ZZ, Chen YM et al (2010) Field tests on pile supported embankments over soft ground. J Geotech Geoenvironmental Eng ASCE 136(6):777–785. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000295
2. van Eekelen SJM, Han J (2020) Geosynthetic-reinforced pile-supported embankments: state of the art. Geosynthetics Int 27(2):112–141. https://doi.org/10.1680/jgein.20.00005
3. Bhasi A, Rajagopal K (2015) Numerical study of basal reinforced embankments supported on floating/end bearing piles considering pile–soil interaction. Geotext Geomembr 43(6):524–536
4. van Eekelen SJM, Bezuijen A, van Tol AF (2013) An analytical model for arching in piled embankments. Geotext Geomembr 3978–3102. https://doi.org/10.1016/j.geotexmem.2013.07.005
5. BS 8006-1:2010 (2010) Code of practice for strengthened / reinforced soils and other fills. BSI Stand Publication 179–191
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