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Research Papers

Comparison of FEA and analytical methods for determining stability of a RAP supported MSE wall

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Pages 122-129 | Received 30 Sep 2018, Accepted 11 Dec 2018, Published online: 11 Jan 2019

References

  • Ariyarathne, P., Liyanapathirana, D.S., and Leo, C.J. 2013. Comparison of different Two-dimensional Idealizations for a Geosynthetic-reinforced Pile-supported Embankment. International Journal of Geomechanics, 13(6), 754–768. doi: 10.1061/(ASCE)GM.1943-5622.0000266
  • Duncan, J.M., and Mokwa, R.L. 2001. Passive earth pressures: theories and tests. Journal of Geotechnical and Geoenvironmental Engineering, 127(3), 248–257. doi: 10.1061/(ASCE)1090-0241(2001)127:3(248)
  • Federal Highway Administration. 2009. Design and construction of mechanically stabilized earth walls and reinforced soil slopes - volume 1. Washington, DC: U.S. Department of Transporation.
  • Geopier Foundation Company. 2016. Technical Bulletin No. 5: Geopier Shear Reinforcement for Global Stability and Slope Stability. https://www.geopier.com/Downloads?subPath=Technical%20Bulletins.
  • Meyerhof, G.G. 1963. Some Recent research on the bearing capacity of foundations. Canadian Geotechnical Journal, 1(1), 16–26. doi: 10.1139/t63-003
  • Reed, E.C. 2018.Comparison of FEA and analytical methods for determining stability of a RAP supported MSE wall. Cookeville, TN: Tennessee Technological University.
  • VandenBerge, D.R. 2017. V-Shaped failure surfaces in bearing capacity type limit equilibrium analysis. GeoFrontiers, 2017. doi:10.1061/9780784480458.001.

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