References
- ABAQUS (2005), Simulia, Inc.
- ASIRI (2012), Recommandations pour la conception, le dimensionnement, l'execution et le controle de l'amelioration des sols de fondation par inclusions rigides.
- BS 8006 (2010), Code of practice for strengthened/reinforced soils and other fills, British standards institution.
- Cao, W.P., Chen, Y.M., and Chen, R.P (2006), "An Analytical Model of Piled Reinforced Embankments Based on the Principle of Minimum Potential Energy", Advances in Earth Structures@sResearch to Practice, pp.217-224, ASCE.
- CUR 226 (2010), Design Guideline Piled Embankments (in Dutch).
- EBGEO (2010), Recommendations for Design and Analysis of Earth Structures using Geosynthetic Reinforcements, German Geotechnical Society.
- Girout, R., Blanc, M., Dias, D., and Thorel, L. (2014), "Numerical Analysis of a Geosynthetic-reinforced Piled Load Transfer Platform - Validation on Centrifuge Test", Geotextiles and Geomembranes, Vol.42, No.5, pp.525-539. https://doi.org/10.1016/j.geotexmem.2014.07.012
- Hewlett, W.J. and Randolph, M.F. (1988), "Analysis of Piled Embankments", Ground Engineering, Vol.21, No.3, pp.12-18.
- Jenck, O., Dias, D., and Kastner, R. (2009), "Three-dimensional Numerical Modeling of a Piled Embankment", International Journal of Geomechanics, pp.102-112.
- Gu, J. (2011), Computational Modeling of Geogrid Reinforced Soil Foundation and Geogrid Reinforced Base in Flexible Pavement, PhD thesis, Hebei University, China.
- Lee, T., Lee, S.-H., Lee, I.-W., and Jung, Y.-H. (2015), "A Comparative Study on Distribution of Tension Forces in Geosynthetics with Directional Stiffness Using 3-dimensional Finite Element Analysis", Korean Society of Civil Engineers 2015 Conveition, pp.65-66 (in Korean).
- Le Hello, B. and Villard, P. (2009), "Embankments Reinforced by Piles and Geosynthetics-Numerical and Experimental Studies Dealing with the Transfer of Load on the Soil Embankment", Engineering Geology, Vol.106, pp.78-91. https://doi.org/10.1016/j.enggeo.2009.03.001
- McGuire, M. (2011), Critical height and surface deformation of column-supported embankments, Phd thesis, Virginia Polytechnic Institute and State University, USA.
- McKelvey, J.A. (1994), "the Anatomy of Soil Arching", Geotextiles and Geomembranes, Vol.13, pp.317-329. https://doi.org/10.1016/0266-1144(94)90026-4
- Naughton, P. (2007), "The Significance of Critical Height in the Design of Piled Embankments", Soil Improvement, 1-10.
- Nordic Guideline (2004), Nordic guidelines for reinforced soils and fills, Nordic Geosynthetic Group.
- Perkins, S. W. (2000), "Constitutive Modeling of Geosynthetics", Geotextiles and Geomembranes, Vol.18, No.5, pp.273-292. https://doi.org/10.1016/S0266-1144(99)00021-7
- Public Work Research Center (2000), Manual on Design and Execution of Reinforced Soil Method with Use of Geotextiles, Public Work Research Center, pp.248-256 (in Japanese).
- Van Eekelen, S.J.M., Bezuijen, A., and Tol, A.F. (2012), Model Experiments on Piled Embankments Part I, Geotextiles and Geomembranes, Vol.32, pp.69-81. https://doi.org/10.1016/j.geotexmem.2011.11.002
- Van Eekelen, S.J.M. (2015), Basal Reinforced Piled Embankments: experiments, filed studies and the development and validation of a new analytical design model, PhD thesis, Delft University of Technology, Netherlands.
- Zaeske, D. (2001), Zur Wirkungsweise von unbewehrten und bewehrten mineralischen Tragschichten uber pfahlartigen Grundungselementen. Schriftenreihe Geotechnik, Uni Kassel, Heft 10 (in German).
- Zhuang, Y. and Cui, X. (2015), "Analysis and Modification of the Hewlett and Randolph Method", Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol.168, No.2, pp.144-157. https://doi.org/10.1680/geng.14.00014
- Zhuang, Y. and Ellis, E. (2014), "Finite-element Analysis of a Piled Embankment with Reinforcement Compared with BS 8006 predictions", Geotechnique, Vol.64, No.11, pp.910-917. https://doi.org/10.1680/geot.14.P.110