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251 Richards, R., and Elms, D.G., 1979. Seismic behavior of gravity retaining walls, ASCE Journal of the Geotechnical Engineering Division, 105(GT4): 449-464. Seed, H.B., and Whitman, R.V., 1970, âDesign of earth retaining structures for dynamic loadsâ, ASCE Specialty Conference: Lateral Stresses in the Ground and Design of Earth Retaining Structures, pp. 102-147. Steedman, R.S., and Zeng, X. 1990., The influence of phase on the calculation of pseudo-static earth pressure on a retaining wall, Géotechnique, 40(1): 101-112. Swiss Association of Geotextile Professionals (SAGP), âThe Geotextile Handbook.â Translations by US Bureau of Reclamation, Denver, Colorado (1981) 411 pp. The Reinforced Earth Company (Technical Bulletin MSE-9), 1995, Seismic design of reinforced earth retaining walls and bridge abutments, The Reinforced Earth Company. Vesic, A.S. (1973). "Analysis of ultimate loads of shallow foundations". ASCE Journal of the Soil Mechanics and Foundation Division, Vol. 99, Nº1, pp. 45-73. Wu, J.T.H., âDesign and Construction of Low Cost Retaining Walls: The Next Generation in Technology.â Report No. CTI-UCD-1-94, Colorado Transportation Institute (1994) 152 pp. Wu, J.T.H., Lee, K.Z.Z., Helwany, S.B., and Ketchart, K. (2006). âDesign and Construction Guidelines for GRS Bridge Abutment with a Flexible Facing." Report No. 556, National Cooperative Highway Research Program, Washington, DC. (2006). Zarrabi, K., 1979, âSliding of gravity retaining wall during earthquakes considering vertical acceleration and changing inclination of failure surfaceâ, Master of Science thesis, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, MA, USA, 140 p.