. Applicability ofmodel test results and conclusions may be limited by the specificfoundation condition (namely, a specific thickness of foundationlayer of 100 mm). Future studies are required to generalize theconclusion obtained here.ReferencesAl Hattamleh, Q., Muhunthan, B., 2006. Numerical procedures for deformationcalculations in the reinforced soil walls. Geotextiles and Geomembranes 24,52–57.Bergado, D.T., Long, P.V., Murthy, B.R.S., 2002. A case study of geotextile-reinforcedembankment on soft ground. Geotextiles and Geomembranes 20, 343–365.Brady, K.C., 1997. Performance of a reinforced earth bridge abutment at CarmarthenTransport and Road Research Laboratory, Research Report 111. Crowthorne, UK(ISSN 0266-5247).Clough, G.W., Duncan, J.M., 1971. Finite element analyses of retaining wall behavior.Journal of the Soil Mechanics and Foundations Division. Proceedings of theAmerican Society of Civil Engineers 97 (SM12), 1657–1673.Dewoolkar, M.M., Ko, H.Y., Pak, R.Y.S. (1998) Effect of flexural stiffness on static anddynamic behavior of cantilever retaining walls. In: Dakoulas, P., Yegian, M.(Eds.), Proc. Specialty Conference, sponsored by the Geo-Institute of the ASCE,Seattle, WA., Geotechnical Special Publication No. 75, Geotechnical EarthquakeEngrg. and Soil Dynamics III, pp. 1083–1094.Duncan, J.M., Seed, R.B., 1986. Compaction-induced earth pressures under Ko-conditions. Journal of Geotechnical Engineering, ASCE 112 (1), 1–21.Duncan, J.M.,Williams, G.W., Sehn, A.L., Seed, R.B.,1991. Estimation earth pressures dueto compaction. Journal of Geotechnical Engineering, ASCE 117 (12), 1833–1847.El-Emam, M.M., Bathurst, R.J., 2005. Facing contribution to seismic response ofreduced-scale reinforced soil walls. Geosynthetics International 12 (3), 215–238.Fang, Y.S., Ishibashi, I., 1986. Static earth pressures with various wall movements.Journal of Geotechnical Engineering, ASCE 112 (3), 317–333.Fang, Y.-S., Chen, T.-J., Wu, B.-F., 1994.
Passive earth pressures with various wallmovements. Journal of Geotechnical Engineering, ASCE 120 (8), 1307–1323.Goh, A.T.C., 1993. Behavior of cantilever retaining walls. Journal of GeotechnicalEngineering, ASCE 119 (11), 1优尔–1770.Hinchberger, S.D., Rowe, R.K., 2003. Geosynthetic reinforced embankments on softclay foundations: predicting reinforcement strains at failure. Geotextiles andGeomembranes 21, 151–175.Huang, C.-C., 2000. Investigations of soil retaining structures damaged during theChi-Chi earthquake. Journal of the Chinese Institute of Engineers 23 (4),417–428.Huang, C.-C., Luo, W.-M., 2009. Behavior of soil retaining walls on deformablefoundations. Engineering Geology 105 (1–2), 1–10.Huang, C.-C., Tatsuoka, F., 1990. Bearing capacity of reinforced horizontal sandyground. Geotextiles and Geomembranes 9, 51–82.Huang, C.-C.,Menq, F.Y., Chou, Y.C., 1999. The effect of the bending rigidity of the wallon lateral pressure distribution. Canadian Geotechnical Journal 36, 1039–1055.Huang, C.-C., Chou, L.H., Tatsuoka, F., 2003. Seismic displacements of geosynthetic-reinforced soil modular block walls. Geosynthetics International 10 (1), 2–23.Huang, C.-C., Horng, J.C., Charng, J.J., 2008a. Seismic stability of reinforcedslopesdeffects of reinforcement property and facing rigidity
. GeosyntheticsInternational 15 (2), 107–118.Huang, C.-C., Horng, J.-C., Charng, J.-J., 2008b. Seismic stability of reinforcedslopesdfailure mechanisms and displacements. Geosynthetics International 15(5), 333–349.Ingold, T.S., 1979. Retaining wall performance during backfilling. Journal of theGeotechnical Engineering Division. Proceedings of the American Society of CivilEngineers 105 (GT5), 613–626.Japan Railway Technical Research Institute, 1992. Guidelines for Railway Structures:Soil Structures. Maruzen Ltd, Tokyo, Japan, pp. 185-187 (in Japanese).Jones, C.J.F.P., Edwards, L.W., 1980. Reinforced earth structures situated on softfoundations. Geotechnique 30 (2), 207–211.Jewell, R.A., 1987. The mechanics of reinforced embankments on soft soils.University of Oxford, UK. OUEL Report No. 071/87.Kaniraj, S.R., 1994. Rotational stability of unreinforced and reinforced embankmentson soft soils. Geotextiles and Geomemberanes 13 (11), 707–726.Kaniraj, S.R., 1996. Directional dependency of reinforcement force in reinforcedembankments on soft soils. Geotextiles and Geomembranes 15 (9), 507–519.Koga, Y., Itoh, Y., Washida, S., Shimazu, T., 1988. Seismic resistance of reinforcedembankment by model shaking tests. In: Yamanouchi, T., Miura, N., Ochiai, H.(Eds.), Theory and Practice of Earth Reinforcement: Proceedings of the Inter-national Geotechnical Symposium on Theory and Practice of Earth Reinforce-ment, IS-Kyushu ‘88, Fukuoka, Japan. Balkema, Rotterdam, pp. 413–418.Koseki, J., Munaf, Y., Tatsuoka, F., Tateyama, M., Kojima, K., Sato, T., 1998. Shakingand tilt table tests of geosynthetic-reinforced soil and conventional-typeretaining walls. Geosynthetics International 5 (1–2), 73–96. 变形地基上的土工合成材料加筋的悬臂墙体行为英文文献和中文翻译(8):http://www.youerw.com/fanyi/lunwen_56452.html