\شماره٪٪۱
Abramento, M. and Whittle, A.J. ``Shear-lag analysis of planar
soil reinforcement in plane-strain compression'', {\it Journal of Engineering
Mmechanics}, {\bf 119}(2), pp. 270-291 (1993).
\شماره٪٪۲
Hatami, K. and Bathurst, R. ``Effect of structural design on
fundamental frequency of reinforced-soil retaining walls'', {\it Soil
Dynamics and Earthquake Engineering}, {\bf 19}(3), pp. 137-157 (2000).
\شماره٪٪۳
Ling, H.I. and Liu, H. ``Finite element studies of asphalt concrete
pavement reinforced with geogrid'',
{\it Journal of Engineering Mechaniraics}, {\bf 129}(7),
pp. 801-811 (2003).
\شماره٪٪۴
Sabermahani, M., Ghalandarzadeh, A. and Fakher, A. ``Experimental
study on seismic deformation modes of reinforced-soil walls'',
{\it Geotextiles and Geomembranes}, {\bf 27}(2), pp. 121-136 (2009).
\شماره٪٪۵
Jackson, P.F. ``An investigation into the deformation behaviour
of geosynthetic reinforced soil walls under seismic loading'',
MSc Thesis, University of Canterbury, 272 p (2010).
\شماره٪٪۶
Anastasopoulos, I., Georgarakos, T., Georgiannou, V. and et al.
``Seismic performance of bar-mat reinforced-soil
retaining wall: shaking table testing versus numerical analysis
with modified kinematic hardening constitutive model'', {\it Soil Dynamics
and Earthquake Engineering}, {\bf 30}(10), pp. 1089-1105 (2010).
\شماره٪٪۷
El-Emam, M.M. and Bathurst, R.J. ``Experimental design, instrumentation
and interpretation of reinforced soil wall response using a shaking
table'', {\it International Journal of Physical Modelling in Geotechnics},
{\bf 4}(4), pp. 13-32 (2004).
\شماره٪٪۸
Ling, H.I., Liu, H., Kaliakin, V.N. and et al. ``Analyzing
dynamic behavior of geosynthetic-reinforced soil retaining walls'', {\it
Journal
of Engineering Mechanics}, {\bf 130}(8), pp. 911-920 (2004).
\شماره٪٪۹
Roodi, G.H. and Mirghasemi, A.A. ``Modeling of metal-strip reinforced
soil structures using the discrete element method'', {\it Sharif Journal
of Civil Engineering}, {\bf 25}(48.1), pp. 3-13 (2010).
\شماره٪٪۱۰
Oliaei, M. and Yazdi, M ``Evaluation of the dynamic behavior
of geosynthetic reinforced soil retaining walls to present the
earthquake equivalent horizontal acceleration coefficient'',
{\it Sharif Journal of Civil Engineering}, {\bf 29.2}(3), pp. 49-59 (2013).
\شماره٪٪۱۱
Liu, H., Yang, G. and Ling, H.I. ``Seismic response of multi-tiered
reinforced soil retaining walls'', {\it Soil Dynamics and Earthquake
Engineering}, {\bf 61-62}, pp. 1-12 (2014).
\شماره٪٪۱۲
Komakpanah, A. and Yazdandoust, M. ``Investigation into the effect
of earthquake index parameters on seismic performance of reinforced
soil walls to select an appropriate design earthquake'', {\it Sharif
Journal of Civil Engineering}, {\bf 31.2}(1.1), pp. 17-26 (2015).
\شماره٪٪۱۳
Esmaeili, M., Ghalandarzadeh, A. and Partovian Nozad, M. ``Experimental
study of seismic behavior of segmental reinforced soil walls
with steel strip'', {\it Sharif Journal of Civil Engineering}, {\bf 30.2}(1.1),
pp. 23-33 (2014).
\شماره٪٪۱۴
Farzaneh, O. and Iraji, A. ``Two-phase model for nonlinear dynamic
simulation of reinforced soil walls based on a modified pastor-zienkiewicz-chan
model for granular soil'', {\it Journal of Engineering Mechanics}, {\bf
142}(2), pp. 1-17
(2015).
\شماره٪٪۱۵
Komakpanah, A., Sadeghzadegan, R. and Yazdandoust, M. ``Determination
of MSE wall pseudo static coefficient based on seismic performance'',
{\it Sharif Journal of Civil Engineering}, {\bf 30.2}(1.1), pp. 33-43 (2014).
\شماره٪٪۱۶
Ren, F., Zhang, F., Xu, C. and et al. ``Seismic evaluation
of reinforced-soil segmental retaining walls'', {\it Geotextiles and
Geomembranes}, {\bf 44}(4), pp. 604-614 (2016).
\شماره٪٪۱۷
Iraji, A. and Farzaneh, O. ``Two-phase model for nonlinear elasto-plastic
behavior of reinforced soil structures using pastor-zienkiewicz-chan
model for matrix phase'', {\it Soils and Foundations}, {\bf
57}(6), pp. 1014-1029
(2017).
\شماره٪٪۱۸
Romstad, K.M., Shen, C.-K.P. and Herrmann, L.R. ``Integrated
study of reinforced earth-I: theoretical formulation'', {\it Journal
of the Geotechnical Engineering Division}, {\bf 102}(5), pp. 457-471
(1976a).
\شماره٪٪۱۹
Romstad, K.M., Hermann, L. and Shen, C. ``Integrated study of
reinforced earth-II Behavior and design'', {\it Journal of Geotechnical
Engineering Div., ASCE}, {\bf 102}(6), pp. 577-590 (1976b).
\شماره٪٪۲۰
Gerrard, C. ``Reinforced soil: an orthorhombic material'', {\it Journal
of the Geotechnical Engineering Division}, {\bf 108}(11), pp. 1460-1474
(1982).
\شماره٪٪۲۱
Michalowski, R.L. ``Limit stress for granular composites reinforced
with continuous filaments'', {\it Journal of Engineering Mechanics},
{\bf 123}(8),
pp. 852-859 (1997).
\شماره٪٪۲۲
Michalowski, R.L. and Zhao, A. ``Continuum versus structural
approach to stability of reinforced soil'', {\it Journal of Geotechnical
Engineering}, {\bf 121}(2), pp. 152-162 (1995).
\شماره٪٪۲۳
Ensan, M. N. and Shahrour, I. ``A macroscopic constitutive law
for elasto-plastic multilayered materials with imperfect interfaces:
application to reinforced soils'', {\it Computers and Geotechnics},
{\bf 30}(4), pp. 339-345 (2003).
\شماره٪٪۲۴
De Buhan, P. and Sudret, B. ``A two-phase elastoplastic model
for unidirectionally-reinforced materials'', {\it European Journal
of Mechanics-A/Solids}, {\bf 18}(6), pp. 995-1012 (1999).
\شماره٪٪۲۵
De Buhan, P. and Sudret, B. ``Micropolar multiphase model for
materials reinforced by linear inclusions'', {\it European Journal
of Mechanics-A/Solids}, {\bf 19}(4), pp. 669-687 (2000).
\شماره٪٪۲۶
Sudret, B. and De Buhan, P. ``Multiphase model for inclusion-reinforced
geostructures Application to rock-bolted tunnels and piled raft
foundations'', {\it Int. J. Numer. Anal. Meth. Geomech}, {\bf 25}(2), pp.
155-182 (2001).
\شماره٪٪۲۷
Hosseininia, E.S. and Farzaneh, O. ``A simplified two-phase macroscopic
model for reinforced soils'', {\it Geotextiles and Geomembranes}, {\bf 28}(1),
pp. 85-92 (2010).
\شماره٪٪۲۸
Hassen, G. and De Buhan, P. ``Elastoplastic multiphase model
for simulating the response of piled raft foundations subject
to combined loadings'', {\it International Journal for Numerical and
Analytical Methods in Geomechanics}, {\bf 30}(9), pp. 843-864 (2006).
\شماره٪٪۲۹
Seyedi Hosseininia, E. and Farzaneh, O. ``Development and validation
of a two-phase model for reinforced soil by considering nonlinear
behavior of matrix'', {\it Journal of Engineering Mechanics}, {\bf 136}(6),
pp. 721-735 (2009).
\شماره٪٪۳۰
Pastor, M., Zienkiewicz, O. and Chan, A. ``Generalized plasticity
and the modelling of soil behaviour'', {\it International Journal
for Numerical and Analytical Methods in Geomechanics}, {\bf 14}(3),
pp. 151-190 (1990).
\شماره٪٪۳۱
Ling, H.I. and Liu, H. ``Pressure-level dependency and densification
behavior of sand through generalized plasticity model'', {\it Journal
of Engineering Mechanics}, {\bf 129}(8), pp. 851-860 (2003).
\شماره٪٪۳۲
Pastor, M., Zienkiewicz, O. and Chan, A. ``Generalized plasticity
model for three dimensional sand behavior'', {\it Constitutive Equations
for Granular Non-Cohesive Soils}, A.S. Saada and G.F. Bianchini, eds., Balkema,
Rotterdam, Neteherlands,
pp. 535-549 (1988).
\شماره٪٪۳۳
Ling, H.I., Liu, H. and Mohri, Y. ``Parametric studies on the
behavior of reinforced soil retaining walls under earthquake
loading'', {\it Journal of Engineering Mechanics}, {\bf 131}(10), pp. 1056-1065
(2005).
\شماره٪٪۳۴
Ling, H.I. and Yang, S. ``Unified sand model based on the critical
state and generalized plasticity'', {\it Journal of Engineering Mechanics},
{\bf 132}(12), pp. 1380-1391 (2006).
\شماره٪٪۳۵
Zarnani, S., El-Emam, M.M. and Bathurst, R.J. ``Comparison of
numerical and analytical solutions for reinforced soil wall shaking
table tests'', {\it Geomechanics and Engineering}, {\bf 3}(4), pp. 291-321
(2011).
\شماره٪٪۳۶
Hatami, K. and Bathurst, R.J. ``Development and verification
of a numerical model for the analysis of geosynthetic-reinforced
soil segmental walls under working stress conditions'', {\it Canadian
Geotechnical Journal}, {\bf 42}(4), pp. 1066-1085 (2005).
\شماره٪٪۳۷
Hatami, K. and Bathurst, R.J. ``Numerical model for reinforced
soil segmental walls under surcharge loading'', {\it Journal of Geotechnical
and Geoenvironmental Engineering}, {\bf 132}(6), pp. 673-684 (2006).
\شماره٪٪۳۸
Wu, H.-C., {\it Continuum Mechanics and Plasticity}, CRC Press Book
(2005).
\شماره٪٪۳۹
Mroz, Z. and Zienkiewicz, O. ``Uniform formulation of constitutive
equations for clays and sands'', {\it Mechanics of Engineering Materials},
{\bf 12}, pp. 415-449 (1984).
\شماره٪٪۴۰
Zienkiewicz, O. and Mroz, Z. ``Generalized plasticity formulation
and applications to geomechanics'', {\it Mechanics of Engineering
Materials}, {\bf 44}, pp. 655-679 (1984).
\شماره٪٪۴۱
Pastor, M., Zienkiewicz, O., Xu, G. and et al., {\it Modeling
of Sand Behavior: Cyclic Loading, Anisotropy and Localization},
Modern Approaches to Plasticity, D. Kolymbas (ed.), pp. 469-492
(1993).
\شماره٪٪۴۲
Sassa, S. and Sekiguchi, H. ``Analysis of wave-induced liquefaction
of sand beds'', {\it Geotechnique}, {\bf 51}(2), pp. 115-126 (2001).
\شماره٪٪۴۳
Mira, P., Tonni, L., Pastor, M. and et al. ``A
generalized midpoint algorithm for the integration of a generalized
plasticity model for sands'', {\it International Journal for Numerical
Methods in Engineering}, {\bf 77}(9), pp. 1201-1223 (2009).
\شماره٪٪۴۴
Zienkiewicz, O.C., Chan, A., Pastor, M. and et al.
``Computational geomechanics'', {\it Wiley Chichester, U.K.}, pp. 105-110
(1999).
\شماره٪٪۴۵
Niemunis, A. and Herle, I. ``Hypoplastic model for cohesionless
soils with elastic strain range'', {\it Mechanics of Cohesive-
Frictional
Materials}, {\bf 2}(4), pp. 279-299 (1997).
\شماره٪٪۴۶
Iraji, A., Farzaneh, O. and Seyedi Hosseininia, E. ``A modification
to dense sand dynamic simulation capability of pastor-zienkiewicz-chan
model'', {\it Acta Geotechnica}, {\bf 9}(2), pp. 343-353 (2014).
\شماره٪٪۴۷
Iraji, A. ``Introducing two effective modifications to improve
dynamic simulation capability of pastor-zienkiewicz model for
granular soils'', {\it Journal of Ferdowsi Civil Engineering}, {\bf
32}(1), pp.73-92, (In
Persian) (2019).
\شماره٪٪۴۸
Jackson, P.F. ``An investigation into the deformation behaviour
of geosynthetic reinforced soil walls under seismic loading'',
MSc Thesis, University of Canterbury (2010).
\شماره٪٪۴۹
Murata, O., Tateyama, M. and Tatsuoka, F. ``Shaking table tests
on a large geosynthetic-reinforced soil retaining wall model'',
{\it Recent Case Histories of Permanent Geosynthetic-Reinforced Soil
Retaining Walls}, {\bf 11}, pp. 259-264 (1994).
\شماره٪٪۵۰
Tatsuoka, F., Hirakawa, D., Nojiri, M. and et al.
``A new type of integral
bridge comprising geosynthetic-reinforced soil walls'', {\it Geosynthetics
International}, {\bf 16}(4), pp. 301-326 (2009).
\شماره٪٪۵۱
Mahdavi, M., Ghalandarzadeh, A. and Behnia, K. ``Shaking table
test on reduced-scale mechanically stabilized earth walls with
different reinforcement lengths, paper presented at'', {\it Proceeding
of the 15th World Coference on Earthquace Engineering}, Lisbon,
Portugal (2012).
\شماره٪٪۵۲
Liu, H., Wang, X. and Song, E. ``Reinforcement load and deformation
mode of geosynthetic-reinforced soil walls subject to seismi