\شماره٪٪۱
Christopher, B.R. and Holtz, R.D., {\it Geotextile Engineering Manual},
U.S. Federal Highway Administration, Washington, D.C, FHWA-TS-86/203,
1044 PP (1985).
\شماره٪٪۲
Koerner, R.M., {\it Designing with Geosynthetics}, 3rd Edition,
Prentice-Hall Inc., Englewood Cliffs, NJ (1994).
\شماره٪٪۳
Frankowska, K. ``Influence of geosynthetic reinforcement on
the load-settlement characteristics of two-layer subgrade'',
{\it Geotextiles and Geomembranes}, {\bf 25}(2), pp. 235-249 (2007).
\شماره٪٪۴
Benmebarek, S. Berrabah, F. Benmebarek, N. and et al.
``Effect of geosynthetic on the performance of road embankmentover
sabkha soils in algeria: Case Study'', {\it
International Journal of Geosyntheties and
Ground Engineering}, (2015).
\شماره٪٪۵
Palmeira, E.M. ``Soil-geosynthetic interaction: Modelling and
analysis'', {\it Geotextiles and Geomembranes},
{\bf 27}(5), pp. 368-390 (2009).
\شماره٪٪۶
Liu, C.-N., Ho, Y.-H. and Huang, J.-W. ``Large scale direct
shear tests of soi-PET -yarn geogrid interfaces'', {\it Geotextiles
and Geomembranes}, {\bf 27}(1), pp. 19-30 (2009).
\شماره٪٪۷
Naeini, S.A. Izadi, E. and Khalaj, M. ``Interfacial shear strength
of silty sand-geogrid composite'', {\it Geotechnical Engineering},
{\bf 166}(1), pp. 67-75 (2013).
\شماره٪٪۸
Dafalla, MA. ``Effects of clay and moisture content on direct
shear tests for clay-sand mixtures'', {\it Advancesin
Materials Science and Engineering}, (2013).
\شماره٪٪۹
Abu-Farsakh, M. Coronel, J. and Tao, M. ``Effect of soil moisture
content and dry density on cohesive soil-geosynthetic interactions
using larg direct shear tests'', {\it Journal of
Materials in Civil Engineering}, {\bf 19}(7),
pp. 540-549
(2007).
\شماره٪٪۱۰
Indraratna, B. Hussaini, S.K.K. and Vinod, J.S. ``On the shear
behavior of ballast geosynthetic interfaces'', {\it Geotechnical Testing
Journal}, {\bf 35}(2), pp. 305-312 (2012).
\شماره٪٪۱۱
Biabani, M.M. Indraratna, B. and Nimbalkar, S. ``Assessment
of interface shear behaviour of sub-ballast with geosynthetics
by large scale direct shear test'', {\it Procedia Engineering}, {\bf 143},
pp. 1007-1015 (2016).
\شماره٪٪۱۲
Kamalzare, M. and Ziaie-Moayed, R. ``Influence of geosynthetic
reinforcement on the shear strength characteristics of two-layer
sub-grade'', {\it Acta Geotechnica Slovenica},
{\bf 8}(1), pp. 39-49 (2011).
\شماره٪٪۱۳
Venkata, A.S. Monica, P. Rodrigo, S. and et al.
``Large-scale direct shear testing of geogrid-reinforced aggregate
base over weak subgrade'', {\it International journal of Pavement
Engineering}, pp. 310-320 (2017).
\شماره٪٪۱۴
Narendra, G. Umashankar, B. ``Interface shear strength properties
of gravel bases and subgrades with varrious reinforcement'', {\it International
Journal of Geosynthetics and Ground Engineering}, {\bf 10}, pp. 55-68
(2018).
\شماره٪٪۱۵
Xu, Y. Williams, D.J. and Serati, M. ``Investigation of shear
strength of interface between roadbase and geosynthetics using
large-scale single-stage and multi-stage direct shear test'',
{\it Road Materias and Pavement Design}, pp. 1588-1611 (2018).
\شماره٪٪۱۶
Lopes, M.J. Lopes, M.L. ``Soil-geosynthetic interaction influence
of soil particle size and geosynthetic structure'', {\it Geosynthetic
international}, {\bf 6}(4), pp. 261-282 (1999).
\شماره٪٪۱۷
Moraci, N. and Recalcati, P. ``Factors affecting the pullout
behaviour of extruded geogrids embedded in compacted granular
soil'', {\it Geotextiles and Geomembranes}, {\bf
24}(4), pp. 220-242 (2006).
\شماره٪٪۱۸
Bergado, D.T., Artidteang, S., Tanchaisawat. T. and et al.
``Investigation of tensile and soil-geotextile interface strength
of kenaf woven limited life geotextile'', {\it International Association
of Lowland Technology}, ISSN 1344-9656 (2012).
\شماره٪٪۱۹
Hatami, K. and Esmaili, D. ``Unsaturated soil-woven geotextile
interface strength properties from small-scale pullout and interface
tests'', {\it Geosyntheties International}, {\bf 22}(2), pp.161-172 (2015).
\شماره٪٪۲۰
Mirzaalimohammadi, A., Ghazavi, M., Roustaei, M. and et al.
``Pullout response of strengthened geosynthetic interacting
with fine sand'', {\it Geotextiles and Geomembranes}, {\bf 47}(4),
pp.530-541 (2019).
\شماره٪٪۲۱
Abdi, M.R. Zandieh, A.R. Mirzaeifar, H. and et al. ``Influence
of geogrid type and coarse grain size on pull out behaviour of
clays reinforced with geogrids embedded in thin granular layers'', {\it
European
Journal of Environmental and Civil Engineering}, pp.1-20 (2019).
\شماره٪٪۲۲
Kumar, A. and Krishna, M. ``Experimental investigation of interface
behaviour of different types of granular soil/geosynthetics'',
{\it International Journal
of of Geosyntheties and Ground Engineering}, pp. 320-331 (2016).
\شماره٪٪۲۳
Chiwan, W.H. Gee, H.C. and Jeng, H.W. ``The shear behavior obtained
from the direct shear and pullout tests for different poor graded
soil-geosynthetic
systems'', {\it Journal GeoEngineering}, {\bf 6}(1), pp.400-410 (2011).
\شماره٪٪۲۴
Goodhue, M.J. Edil, T.B. and Benson, C.H. ``Interaction
of foundry sands with geosynthetics'', {\it Journal of Gotechnical
and Geoenvironmental Engineering, ASCE}, {\bf 127}(4), pp.
353-362 (2001).
\شماره٪٪۲۵
Ferreira, F.B., Vieira, C.S., Lopes, M.L. and et al.
``Experimental investigation on the pullout behaviour of
geosynthetics embedded in a granite residual soil'', {\it European
Journal of Environmental and Civil Engineering}, {\bf 20}(9),
pp. 1147-1180 (2016b).
\شماره٪٪۲۶
Ferreira, F.B. Vieira, C.S. and Lopes, M.L. ``Pullout behavior
of different geosynthetics-influence of soil density and moisture
content'', {\it Frontiers in built Environment}, {\bf 6}, pp. 320-335 (2020).
\شماره٪٪۲۷
ISO 10319:2015. ``Geosynthetics-wide-width tensile tests'',
Brussels: European Committee for Standardization.CEN. (2015).
\شماره٪٪۲۸
Carlos, D.M. Lopes, M.P. and Lopes M.L. ``Effect of geosynthetic
reinforcement inclusion on the strength parameters and bearing
ratio of a fine soil'', {\it Procedia Engineering}, {\bf
143}(3), pp. 34-31 (2016).
\شماره٪٪۲۹
Hajiani, A. Veiskarami, M. Vosooghi, A. and et al. ``Study
on the stress-dilatancy behavior anzali sand'', {\it Civil Engineering
Sharif}, {\bf 31}(2), pp. 13-20 (in Persian) (2015).
\شماره٪٪۳۰
Tuna, S.C. Altun, S. ``Mechanical behaviour of sand-geotextile
interface'', {\it Scientia,Transactions A: Civil Engineering},
{\bf 19}(4), pp. 1044-1051
(2012).
\شماره٪٪۳۱
Tatlisoz, N. Edil, T.B. and Benson, C.H. ``Interaction between
reinforcing Geosynthetics and soil- tire chips mixtures'', {\it Journal
of Geotechnical and Geoviromental Engineering}, {\bf
124}(11), pp. 1109-1119 (1998).
\شماره٪٪۳۲
Athanasopoulos, G.A. Katsas, C.E. Ioannidis, A.A. and et al.
``Evaluation of sand-geotextile interface friction angle
by a modified 300$\times$300mm direct shear box'', {\it Geosynthetics-7th
ICG-Delmas} (2002).
\شماره٪٪۳۳
Ferreira, F.B. Vieira, C.S. and Lopes, M.L. ``Direct shear behaviour
of residual soil-geosynthetic interfaces-influence of soil moisture
content,soil density and geosynthetic type'',
{\it Geosynthetics International},
{\bf 3}, pp. 1072-6349 (2015).
\شماره٪٪۳۴
Abdi, M.R. Mirzaeifar, H. ``Experimental and PIV evaluation
of grain size and distribution onsoil-geogrid interactions in
pullout test'', {\it Soils and Foundations}, {\bf 57}, pp. 1045-1058 (2017).
\شماره٪٪۳۵
Hegde, A. Roy, R. ``A comparative numerical study on soil-geosynthetic
interactions using large scale direct shear test and pullout
test'',
{\it Inter