رفتار لرزه‌ای دیوارهای ساحلی سپری مدفون در لایه مستعد روانگرایی

[1]        International Navigation Association, "Seismic Design Guidelines for Port Structures", Balkema, Tokyo, 2001.

[2]     داس، ب. ام. "اصول مهندسی ژئوتکنیک"، ترجمه طاحونی، ش.، پارس آیین، 1377، ج. 2، ص 443-514.

[3]        Psarropoulos, P. N., Klonaris, G., Gazetas, G., "Seismic Earth Pressures on Rigid and Flexible Retaining Walls",Soil Dynamics and  Earthquake Engineering,2005, 25, 795-809.

[4]     قلندرزاده، ع.، "راهنمای طراحی لرزه­ای اسکله­ها"، وزارت راه و ترابری، تهران، 1388، ص146.

[5]        Mohajeri, M., Kobayshi, Y.,Kawaguchi, K., Sato, M.,"Numerical Study on Lateral Spreading of Liquefied Ground Behind a Sheet Pile Model in Large Scale Shake Table Test, "The 13^th World Conference on Earthquake Engineering, Vancouver, Canada, 1-6 August, 2004.

[6]        Motamed, R., Towhata, I. "Shaking Table Model Tests on Pile Groups Behind Quay Walls Subjected to Lateral Spreading", Geotechal and Geoenviromental  Engineering, 2010, 136, 477-489.

[7]        Ueda, K.Tobita, T., Iai, S. "A Numerical Study of Dynamic Behavior of a Self-Supported Sheet Pile Wall", The 14^th World Conference on Earthquake Engineering, Beijing, China, 12-17 October, 2008.

[8]        Kohama, E., Sugano, T, Shiozaki, Y., Mitoh, M., "Dynamic Behavior of a Steel Sheet Pile Quay Wall in the Full Scale Experiment with Regard to Liquefaction",The 13^th World Conference on Earthquake  Engineering, Vancouver, Canada, 1-6 August, 2004.

[9]        Nozu, A., Ichii, K., Sugano, T., "Seismic Design of Port Structures", Journal of Japan Association for Earthquake Engineering,2004, 4 (3).

[10]     Sawada, S., Ozutsumi, O., Iai, S., "Analysis of Liquefaction Induced Residual Deformation for Two Types of Quay Walls: Analysis by FLIP", The 12^th World Conference on Earthquake Engineering, Auckland, New Zealand, 30 January-4 February, 2000.

[11]     Iai, S., "Simlitude for Shaking Table Test on Soil-Structure-Fluid Model in 1g Gravitational Field", The Port & Harbour Research Institute, Japan, 1988.

[12]     Ghalandarzadeh, A., Akbari-Paydar, N., "Shaking Table Tests of  Flexible Quay Walls Subjected to Backfill Liquefacti", Asian Regional Confrence on Soil Mechanics And Geotechnical Engineering, New Delhi, India, 2007, pp 690-693.

[13]     Iai S., Matsunaga, Y., Kameoka, T., "Strain Space Plasticity Model for Cyclic Mobility", Report of the Port and Harbour Research Institute of Japan, 1990.

[14]     Iai, S., Matsunaga, Y., Kameoka, T., "Parameter Identification for a Cyclic MobilityModel", Report of The Port and Harbour Reserch Institute of Japan, 1990.

[15]     Manie, J., Kikstra, W. P., "DIANA User's Manual: Matlib", 1^st Edition, TNO DIANA BV, Netherlands, 2009, pp 475-479.

[16]     Ichii K., S. Iai, Y. Sato H. Liu, "Seismic Performance Evaluation Chart for Gravity Type Quay Walls", Journal of  Structural Engineering / Earthqake Engineering, JSCE, 2002, 19, 21-31.

[17]     Kramer, S. L., "Geotechnical Earthquake Engineering", Prentice Hall, 1996.

[18]     Manie, J., Kikstra, W. P., " DIANA User's Manual: Analys", 1^st Edition., TNO DIANA BV, Netherlands, 2009, pp 497-499.

[19]     Ahmadi, M., Shirasb, A.," Liquefaction Resistance of Firoozkuh Sand using Cyclic Sipmle shear Test", The 6^th National Confrence on Civil Engineering, Semnan, Iran, 26-27 April, 2011 [In Persian].

[20]    Arabloue, A., Ghalandarzadeh, A., Mostafagharabaghi, A. R., Abedi, K., "A Numerical Study of Liquefaction Induced Deformation on Caisson-Type Quay Wall Using a Partially Coupled Solution", Journal of Offshore Mechanics and Arctic Engineering, 2010, 133 (2).