\شماره٪٪۱
Padade, A. and Mandal, J. ``Interface strength behavior of expanded
polystyrene EPS geofoam'', {\it Int. J. Geotech. Eng}, {\bf 8}(1), pp. 66-71
(2014).
\شماره٪٪۲
Arjomand, M.A. and Darsi, S. ``Investigation of soil-geogrid
interaction by using direct shear and pullout tests'', 8th National
Congress on Civil Engineering, Noshirvani University of Technology,
Faculty of civil engineering Babol, Iran, pp. 1-8 (In Persian) (2014).
\شماره٪٪۳
Abdi, M.R., Arjomand, M.A. and Siavoshnia, M. ``Effect of tensile
strength on soil-geogrid interaction'', 5th National Congress
of Civil Engineering, Mashhad, Iran, pp. 1-8 (In Persian) (2010).
\شماره٪٪۴
Liu, C., Zornberg, J.G., Chen, T.C., Ho, Y.H. and et al.
``Behavior of geogrid-sand Interface in direct shear mode'', {\it Journal
of Geotechnical and Geoenvironmental Engineering, ASCE}, {\bf 135}(12),
pp. 1863-1867 (Dec., 2009).
\شماره٪٪۵
Tanchaisawat, T., Bergado, D.T., Voottipruex, P. and Shehzad,
K. ``Interaction between geogrid reinforcement and tire chip-sand
lightweight backfill'', {\it Geotextiles and Geomembranes Journal},
{\bf 28}(1), pp. 119-127 (2010).
\شماره٪٪۶
Tuna, S.C. and Altun, S. ``Mechanical behaviour of sand-geotextile
interface'', {\it Scientia Iranica (Transactions A: Civil Engineering)},
{\bf 19}(4), pp. 1044-1051 (2012).
\شماره٪٪۷
Abdi, M. and Etefagh, M. ``The effect of soil particle size and
reinforcement aperture size on the soil-geogrid interaction'',
{\it Journal of Experimental Research in Civil Engineering}, {\bf 1}(1),
pp. 57-64 (In persian) (2014).
\شماره٪٪۸
Denine, S., Della, N., Muhammed, R.D. and et al.
``Effect of geotextile reinforcement on shear strength
of sandy soil: Laboratory study'', {\it Studia Geotechnica et Mechanica},
{\bf 38}(4), pp. 3-13 (2016).
\شماره٪٪۹
Abedi, M.M., Arjomand, M.A. and Hajiannia, A. ``Study of the
effect of geotextile on increasing of shear strength and bearing
capacity of clay soil reinforced by geogrid and investigation
of their correlation'', {\it Journal of Science and Engineering Elites},
{\bf 2}(1), pp. 216-223 (In Persian) (2017).
\شماره٪٪۱۰
Alaie, R. and Jamshidi Chenari, R. ``Cyclic and post-cyclic shear
behaviour of interface between geogrid and EPS beads-sand backfill'', {\it KSCE
Journal of Civil Engineering}, {\bf 22}(9), pp. 3340-3357 (2018).
\شماره٪٪۱۱
Mahbubi Motlagh, N. and Mahbubi Ardakani, A.R. ``Evaluation of
the effect of adding lime to shear strength parameters of clay
-geosynthetic interface'', {\it Scientific Quarterly Journal, Geosciences},
{\bf 27}(108), pp. 281-292 (In Persian) (2018).
\شماره٪٪۱۲
Abdi, M.R. and Asgardun, Y. ``Evaluation of the effects of reinforced
or stabilized coarse surface layer on bearing capacity of soft
clays'', {\it Journal Civ. Env. Eng}, {\bf 49.3}(96), pp. 97-106 (2019).
\شماره٪٪۱۳
Mohammadjafari, M. and Yazdi, M. ``Effect of mixing geofoam beads
and soil on shear strength parameters of sandy soil using direct
shear test'', {\it Journal of Engineering Geology}, {\bf
14}(1), pp.133-148 (In Persian)
(2020).
\شماره٪٪۱۴
ASTMD5321-02, ``Standard test method for determining the coefficient
of soil and geosynthetic or geosynthetic and geosynthetic friction
by the direct shear method'', American Society of Testing and
Materials, West Conshohocken, Pennsylvania, USA, pp. 1-7 (2002).
\شماره٪٪۱۵
ASTM-D5321/D5321M--14, ``Standard test method for determining
the shear strength of soil-geosynthetic and geosynthetic-geosynthetic
interfaces by direct shear'', ASTM International, Provided by
IHS under license with ASTM, pp. 1-11 (2014).
\شماره٪٪۱۶
Ministry of Roads and Urban Development Deputy for Housing and
Construction, National building code, Part 7: Foundation,
Iran development publisher, Tehran, Iran (2013).
\شماره٪٪۱۷
Jarret, P.M. and Bathurst, R.J. ``Frictional development at
a gravel geosynthetic peat interface'', {\it Proc., 2nd Canadian Symp.
Of Geotextiles and Geomembranes}, Edmonton, Canada, pp. 1-6 (1985).
\شماره٪٪۱۸
Cancelli, A., Rimoldi, P. and Togni, S. ``Frictional characteristics
of geogrids by means of direct shear and pullout tests'', {\it Proc.,
Int. Symp. on Earth Reinforcement Practice, Kyushu Univ}, Fukuoka,
Japan, pp. 51-56 (1992).
\شماره٪٪۱۹
Cazzuffi, D., Picarelli, L., Ricciuti, A. and Rimold, P. ``Laboratory
investigations on the shear strength of geogrid reinforced soils'',
{\it ASTM Spec. Tech. Publ}, {\bf 1190}, pp. 119-137 (1993).
\شماره٪٪۲۰
Bauer, G.E. and Zhao, Y. ``Evaluation of shear strength and dilatancy
behavior of reinforced soil from direct shear tests'', {\it ASTM Spec.
Tech. Publ}, {\bf 1190}, pp. 138-157 (1993).
\شماره٪٪۲۱
Athanasopoulos, G.A. ``Results of direct shear tests on geotextile
reinforced cohesive soil'', {\it Geotextiles and Geomembranes}, {\bf 14}(11),
pp. 619-644 (1996).
\شماره٪٪۲۲
Tatlisoz, N., Edil, T.B. and Benson, C.H. ``Interaction between
reinforcing geosynthetics and soil-tire chip mixtures'', {\it Journal
of Geotechnical and Geoenvironmental Engineering}, {\bf 124}(11), pp.
1109-1119 (1998).
\شماره٪٪۲۳
Abu-Farsakh, M., Coronel, J. and Tao, M. ''Effect of soil moisture
content and dry density on cohesive soil-geosynthetic interactions
using large direct shear tests'', {\it Journal of Materials in Civil
Engineering}, {\bf 19}(7), pp. 540-549 (2007).
\شماره٪٪۲۴
Liu, Ch.-N., Zornberg, J.G., Chen, T-Ch. and et al.
``Behavior of geogrid-sand interface in direct shear mode'',
{\it Journal of Geotechnical and Geoinviromental Engineering}, {\bf 135}(12),
pp. 1863-1871 (2009).
\شماره٪٪۲۵
Abdi, M.R. and Arjomand, M.A. ``Feasibility study of improving
clay-geogrid interaction by using thin layers of sand'', {\it Civil
Engineering Journal of Ferdowsi University of Mashhad}, {\bf 21}(2),
pp. 85-100 (In Persian) (2010).
\شماره٪٪۲۶
Infante, D.J., Martinez, G.M., Arrua, P.A. and et al.
``Shear strength behavior of different geosynthetic reinforced
soil structure from direct shear test'', {\it International Journal
of Geosynthetic and Ground Eng}, {\bf 2}(17), pp. (2016).
\شماره٪٪۲۷
Abdi, M.R., Safdari, Sh. and Gonbad ,M. ``Studying the effect
of roughness on soil-geotextile interaction in direct shear test'',
{\it journal of engine
)