EPS Geofoam Embankment on Soft Ground—A Full-Scale Test
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-2345-8_46
Reference11 articles.
1. Indraratna B, Kan ME, Potts D, Rujikiatkamjorn C, Sloan SW (2016) Analytical solution and numerical simulation of vacuum consolidation by vertical drains beneath circular embankments. Comput Geotech 80:83–96
2. Almedia MSS, Hosseinpour I, Riccio M, Alexiew D (2014) Behavior of geotextile-encased granular columns supporting test embankment on soft deposit. J Geotech Geoenviron Eng 141(3):04014116
3. Zheng JJ, Chen BG, Lu YE, Abusharar SW, Yin JH (2009) The performance of an embankment on soft ground reinforced with geosynthetics and pile walls. Geosynth Int 16(1):1–10
4. Hosseinpour I, Almedia MSS, Riccio M (2015) Full-scale load test and finite-element analysis of soft ground improved by geotextile-encased granular columns. Geosynth Int 22(6):428–438
5. Baykal G, Edincliler A, Saygili A (2009) Highway embankment construction using fly ash in cold regions. Resour Conserv Recycl 42:209–222
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