References
- Arulrajah, Abdullah, Bo and Leong (2013), "Geosynthetic Applications in High-speed Railways: A Case Study", Institution of Civil Engineers Ground Improvement, Volume 168, Issue 1, pp.3-13.
- Barchard, J. M. (2002), Centrifuge Modelling of Piled Embankments on Soft Soils, M.S.C.E Thesis, Dept. of Civil Engineering, University of New Brunswick, Fredericton, New Brunswick, Canada.
- BS8006-1 (2010), "Code of Practice for Strengthened/reinforced Soils and Other Fills", British Standards Institution, ISBN 978-0-580-53842-1.
- Chen, Y. M., Cao, W. P., and Chen, R. P. (2008), "An Experimental Investigation of Soil Arching Within Basal Reinforced and Unreinforced Piled Embankments", Geotextiles and Geomembranes, Volume 26, Issue 2, pp.164-174. https://doi.org/10.1016/j.geotexmem.2007.05.004
- CUR 226 (2010), "Ontwerprichtlijn Paalmatrassystemen (Design Guideline Piled Embankments)", ISBN 978-90-376-0518-1 (in Dutch).
- EBGEO (2010), "Empfehlungen fur den Entwurf und die Berechnung von Erdkorpern mit Bewehrungen aus Geokunststoffen e EBGEO", vol. 2. German Geotechnical Society, Auflage, ISBN 978-3-433-02950-3 (in German). Also available in English: "Recommendations for Design and Analysis of Earth Structures using Geosynthetic Reinforcements EBGEO", 2011. ISBN 978-3-433-02983-1 and digital in English ISBN 978-3-433-60093-1.
- Hewlett, W. J. and Randolph, M. F. (1988), "Analysis of Piled Embankments", Ground Engineering, April 1988, Volume 22, Number 3, pp.12-18.
- Huat, B. B. K., Craig, W. H., and Ali, F. H. (1994), "The Mechanics of Piled Embankment", FHWA International Conference on Design and Construction of Deep Foundations. Orlando. Florida, USA. Vol.2, pp.1069-1082.
- Han, J. and Gabr, M. A. (2002), "Numerical Analysis of Geosynthetic-reinforced and Pile-supported Earth Platforms Over Soft Soil", Journal of Geotechnical and Geoenvironmental Engineering, Volume 128, Issue 1, pp.44-53. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:1(44)
- Han, J. and Bhandari, A. (2009), "Evaluation of Geogrid-reinforcedpile-supported Embankments under Cyclic Loading using Discrete Element Method", Proc., U.S.-China Workshop on Ground Improvement Technologies, ASCE Geotechnical Special Publication, No.188, J. Han, G. Zheng, V. R. Schaefer and M. Huang, eds., ASCE, Orlando, FL, Reston, VA, pp.73-82.
- Heitz, C. (2006), "Bodengewolbe unter Ruhender und Nichtruhender Belastung bei Berucksichtigung von Bewehrungseinlagen aus Geogittern. Schriftenreihe Geotechnik", University of Kassel, Issue 19, November 2006 (in German).
- Heitz, C., Luking, J., and Kempfert, H.-G. (2008), "Geosynthetic Reinforced and Pile Supported Embankments under Static and Cyclic Loading", Proceedings of the 4th European Geosynthetics Conference EuroGeo 4, Edinburgh (United Kingdom).
- Hong, W. P. and Lee, G. W. (2003), "Model Tests on Embankment Piles with Isolated Pile Caps", Journal of the Korean geotechnical society, Vol.19, No.6, pp.49-59.
- Hong, W. P. and Lee, G. W. (2007), "Soil Arching in Embarikments Suppoyed by Piles with Geosynthethics", Journal of the Korean geotechnical society, Vol.23, No.6, pp.53-66.
- Iglesia, G. R., Einstein, H. H., and Whitman, R. V. (1999), "Determination of Vertical Loading on Underground Structures based on an Arching Evolution Concept", Fernandez G, Bauer RA (eds) Proc. 3rd Nat. Conf. Geo-Engng for Underground Facilities. Geotechnical Special Publication (GSP) 90, pp.495-506. Reston, VA, USA: ASCE
- Jones, C. J. F. P., Lawson, C. R., and Ayres, D. J. (1990), "Geotextile Reinforced Piled Embankments", Proceedings of 5th International Conference on Geotextiles, Geomembranes and Related Products, Vol.1, pp.155-160.
- Kempfert, H. G., Gobel, C., Alexiew, D., and Heitz, C. (2004), "German Recommendations for Reinforced Embankments on Pilesimilar Elements", paper presented to Proc., 3rd European Geosynthetic conference, Deutsche Gesell schaft fur Geotechnik, Munich, Germany.
- Low, B. K., Tang, S. K., and Chao, V. (1994), "Arching in Piled Embankments", Journal of Geotechnical Engineering, Volume 120, Issue 11, pp.1917-1938. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:11(1917)
- Lee, G. W. (2006), Design method of the geosynthetic-reinforced and pile-supported embankment system to control lateral flow in soft grounds, PhD.Thesis, University of Chung-Ang.
- Lee, S. H. (2009), "Numerical Study on the Effects of Geosynthetic Reinforcement on the Pile-supported Embankment", Journal of Korean Society for Railway, Vol.12, No.2, pp.276-284.
- Lodder, H. J., van Eekelen, S. J. M., and Bezuijen, A. (2012), "The Influence of Subsoil Reaction in a Basal Reinforced Piled Embankment", Proceedings of Eurogeo5, Valencia. Volume 5.
- Lee, K. W., Jung, S. G., Kim, U. G. and Cho, S. D. (2014), "Tudy on the Suitability of Geosynthetics to Reinforce Embankment Piles", 2014 Korean society of civil Engineers Conference
- Magnan, J. P. (1994), "Methods to Reduce the Settlement of Embankments on Soft Clay: A Review", In Vertical and Horizontal Deformations of Foundations and Embankments, ASCE Geotechnical Special Publication No.40, Vol.1, pp.77-91.
- Moormann, C., J. Lehn, J., and Aschrafi, J. (2016), "DESIGN OF REINFORCED PILED EARTH STRUCTURES UNDER STATIC AND VARIABLE LOADS", Geo Americas 2016 3rd Pan-American Conference on Geosynthetics, April 2016, pp.10-13.
- Shen, S. L., Chai, J. C., Hong, Z. S., and Cai, F. X. (2005), "Analysis of Field Performance of Embankments on Soft Clay Deposit with and Without PVD-improvement", Geotextiles and Geomembranes, Volume 23, Issue 6, pp.463-485. https://doi.org/10.1016/j.geotexmem.2005.05.002
- Terzaghi, K. (1943), Theoretical Soil Mechanics, John Wiley and Sons, New York.
- Van Eekelen, S.J.M. and Bezuijen, A. (2012), "Basal Reinforced Piled Embankments in the Netherlands, Field Studies and Laboratory Tests", proceedings of ISSMGE-TC 211 International Symposium on Ground Improvement IS-GI, Brussels.
- Zaeske, D. (2001), "Zur Wirkungsweise von Unbewehrten und bewehrten Mineralischen Tragschichten uber Pfahlartigen Grundungselementen", Schriftenreihe Geotechnik, Uni Kassel, Heft 10, February 2001 (in German).
Cited by
- 3D modeling of geosynthetic-reinforced pile-supported embankment under cyclic loading vol.27, pp.2, 2016, https://doi.org/10.1680/jgein.18.00039