[1] Rajesh, U., Sajja, S., Chakravarthi, V.K., 2016. Studies on
the engineering performance of geogrid-reinforced soft
subgrade, Transportation Research Procedia, 17, pp.164-173
[2] Ramjiram Thakur, S., Naveen, B.P., Tegar, J.P., 2021.
Improvement in CBR value of soil reinforced with nonwoven
geotextile sheets, International Journal of Geo-Engineering,
12(1), pp.1-10
[3] Rudramurthy, M., Vikram, M.B., 2016. Effect of
geotextiles on CBR values, International Journal of Emerging
Trends in Engineering and Development, 1(6), pp.118-125
[4] Naeini, S.A., Mirzakhanlari, M., 2008. The effect of
geotextile and grading on the bearing ratio of granular soils,
EJGE, 13, pp.1-10
[5] Kumar, P.S., Devi, S.P., 2011. Effect of needle punched
nonwoven coir and jute geotextiles on CBR strength of soft
subgrade, ARPN Journal of Engineering and Applied
Sciences, 6, pp.114-116
[6] Ogundare, D.A., Familusi, A.O., Osunkunle, A.B.,
Olusami, J.O., 2018. Utilization of geotextile for soil
stabilization, American Journal of Engineering Research
(AJER), 7(8), pp.224-231
[7] Hossain, A., Adnan, A., Alam, M.M., 2015. Improvement
of granular subgrade soil by using geotextile and jute fiber,
International Journal of Science, Technology and Society,
3(5), pp.230-235
[8] Singh, P., Gill, K.S., 2012. CBR improvement of clayey
soil with geogrid reinforcement, International Journal of
Emerging Technology and Advanced Engineering, 2(6),
pp.456-462
[9] Adams, C.A., Apraku, E., Opoku-Boahen, R., 2015. Effect
of triaxial geogrid reinforcement on CBR strength of natural
gravel soil for road pavements, Journal of Civil Engineering
Research, 5(2), pp.45-51
[10] Kuity, A., Roy, T.K., 2013. Utilization of geogrid mesh
for improving the soft subgrade layer with waste material mix
compositions, Procedia-Social and Behavioral Sciences, 104,
pp.255-263
[11] Duncan-Williams, E., Attoh-Okine, N.O., 2008. Effect of
geogrid in granular base strength–An experimental
investigation, Construction and building materials, 22(11),
pp.2180-2184
[12] Adams, C.A., Tuffour, Y.A., Kwofie, S., 2016. Effects of
soil properties and geogrid placement on CBR enhancement of
lateritic soil for road pavement layers, American Journal of
Civil Engineering and Architecture, 4(2), pp.62-66
[13] Mittal, A., Shukla, S., 2019. Strength improvement of
poor subgrade soil reinforced with polyester biaxial geogrid,
Jordan Journal of Civil Engineering, 13(2), pp.214-225
[14] Mittal, A., Shukla, S., 2018. Influence of geotextile and
geogrid reinforcement on strength behaviour of soft silty soil,
Applied Mechanics and Materials, 877, pp.264-269
[15] Mittal, A., Shukla, S., 219. Effect of geosynthetic
reinforcement on strength behaviour of weak subgrade soil,
Materials Science Forum, 969, pp.225-230
[16] Mittal, A., 2018. Effect of non-woven geotextile and
biaxial geogrid reinforcement on the strength behaviour of
subgrade soil, International Journal of Civil Engineering,
5(10), pp.28-32
[17] Venkatesh, G., Suluguru, A.K., 2020. Effective study of
geocell, geogrid and geotextile as geo-reinforcement on CBR
and resilient modulus value of subgrade, Solid State
Technology, 63, pp.2557-2573
[18] Shams, B., Ardakani, A., Roustaei, M., 2020. Laboratory
investigation of geotextile position on CBR of clayey sand soil
under freeze-thaw cycle, Scientia Iranica, 27(6), pp.2808-2816
Asayesh et al. /Journal of textiles and polymers
34
[19] Kumar, P.S., Rajkumar, R., 2012. Effect of geotextile on
CBR strength of unpaved road with soft subgrade, Electronic
Journal of Geotechnical Engineering, 17(1), pp.1355-1363
[20] Lakshmi, S.M., Lakshmi, S.V., 2023. Soil strength
improvement by reinforcing soil with geotextiles. Materials
Today: Proceedings, 22
[21] Baadiga, R., Balunaini, U., 2024. Effective CBR and
Elastic Modulus of Geogrid-Stabilized Prepared Subgrades
Overlying Existing Soft Subgrades, International Journal of
Geosynthetics and Ground Engineering, 10(41), pp.1-17
[22] Poorahong, H., Jamsawang, P., Thanasisathit, N.,
Jongpradist, P., Jing, G., 2024. Performance of a triaxial
geogrid-reinforced crushed rock base underlain by a soft clay
subgrade, Case Studies in Construction Materials, 20,
p.e03198.
[23] ASTM C136-01. (2020) Standard Test Method for Sieve
Analysis of Fine and Coarse Aggregates.
[24] ASTM D5261-10. (2018) Standard Test Method for
Measuring Mass per Unit Area of Geotextiles.
[25] ASTM D5199-12. (2019) Standard Test Method for
Measuring the Nominal Thickness of Geosynthetics.
[26] ASTM D6637-01 (2010) Standard Test Method for
Determining Tensile Properties of Geogrids by the Single or
Multi-Rib Tensile Method.
[27] ASTM D698-00A. (2021) Standard Test Methods for
Laboratory Compaction Characteristics of Soil Using Standard
Effort.
[28] ASTM D 1883 – 07 (2010). Standard Test Method for
CBR (California Bearing Ratio) of Laboratory-Compacted
Soils.
[29] Perkins, S.W., Ismeik, M. A., 1997. Synthesis and
evaluation of geosynthetic-reinforced base layers in flexible
pavements-part i., Geosynthetics International, 4(6), pp.549-
604
[30] Tutumluer, E., Kang, M., Qamhia, I.I., 2025.
Geosynthetic stabilization of road pavements, railroads, and
airfields, Transportation Geotechnics, 50, p.101321.