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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
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