Numerical Model of Widen Construct of Geogrid-Reinforced Pile-Supported Railway Embankment
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Publisher
Springer Singapore
Link
http://link.springer.com/content/pdf/10.1007/978-981-10-4508-0_65
Reference8 articles.
1. Han J., J. G. Collin. (2008). Geosynthetic Support Systems over Pile Foundations [J]. Geotechnical Special Publication, (130):1–5.
2. Indraratna B., A. S. Balasubramaniam, S. Balachandran. (1992). Performance of Test Embankment Constructed to Failure on Soft Marine Clay [J]. Journal of Geotechnical Engineering, 118(1):12–33.
3. Magnan Jean Pierre. (Year) Methods to Reduce the Settlement of Embankments on Soft Clay: A Review [C].Name. of 77–91.
4. Fei Kang, Han Long Liu. (2008). Advances in research on design theory of geosynthetic reinforced pile supported embankment [J]. Advances in Science & Technology of Water Resources.
5. Han J., M. A. Gabr. (2002). Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Earth Platforms over Soft Soil [J]. Journal of Geotechnical & Geoenvironmental Engineering, 128(1):44–53.
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