Improvement in CBR value of soil reinforced with nonwoven geotextile sheets

Sanjay Thakur1, B. P. Naveen2, J. P. Tegar3
1Department of Civil Engineering, NRI Group of Institutions Bhopal, Bhopal, 462023, Madhya Pradesh, India
2Department of Civil Engineering, Amity University, Manesar, 122413, Gurgaon, India
3Department of Civil and Environmental Engineering, National Institute of Technical Teachers' Training and Research Bhopal, Bhopal, 462002, Madhya Pradesh, India

Tóm tắt

AbstractGeosynthetics are human made material used to reinforce soils to improve the bearing capacity and permeability of the soil, reducing soil settlement. Geosynthetics application plays a vital role in the highways constructions with no additive layers, such as cement concrete, asphalt concrete, or in a subgrade layer that affects the bearing capacity of unbounded layers. This paper presents the geosynthetics as a tensional material that has been used for reinforcement of clayey soil. Laboratory California bearing ratio (CBR) test samples were prepared with clayey soils. Clayey soil containing unreinforced soil and reinforced soil. The sample comprised thermally bonded nonwoven geotextiles (NW) and superior needle-punched nonwoven geotextiles (SNW) with different characteristics (NW 8, 10, 21, 30 and SNW 14, 25, 62, 75) with three-layered, based on the sample materials to perform defined tests. These tests show that, bearing ratio of reinforced soils with thermally bonded nonwoven geotextiles increases.

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Tài liệu tham khảo

Holtz RD (2001) Geosynthetics for soil reinforcement. The Ninth Spencer J. Buchana Lecture, College Station Hilton, TX, pp 1–19

Awdhesh KC, Murali Krishna A (2011) Soil-geosythetics interaction properties for different types of soil. In: Proceedings of India geotechnical conference, December 15–17, Kochi, pp 585–588

Al Qurishee M (2017) Application of geosynthetics in pavement design. Int Res J Eng Technol 4(7):1–7

Salih K, Shabana AC, Shamseera P, Shyamili TM, Sruthi V (2014) Study on CBR values of soil with crushed coconut shells. Int J Adv Eng Technol 5(3):55–58

Subaida EA, Chandrakaran S, Sankar N (2009) Laboratory performance of unpaved roads reinforced with woven coir geotextils. Geotext Geomembr 27:204–210

Deb K, Konai S (2014) Bearing capacity of geotextile-reinforced sand with varying fine fraction. Geomech Eng 6(1):33–45

Basu G, Roy AN, Bhattacharyya SK, Ghosh SK (2009) Construction of unpaved rural road using jute-synthetic blended woven geotextile—a case study. Geotext Geomembr 27:506–512

Giroud JP, Noiray L (1981) Geotextile-reinforced unpaved road design. J Geotech Div ASCE 107:1233–1254

Giroud JP, Ah-Line C, Bonaparte R (1985) Design of unpaved road and trafficked areas with Geogrids. In: Proceedings of conference on Polymer Grid Reinforcement, Thomas Telford Limited, London, pp 116–127

Hu YC, Zhang YM (2007) Analysis of load-settlement relationship for unpaved road reinforced with Geogrid. First international symposium on geotechnical safety and risk, Tongji University, Shanghai, China, pp 609–615

Bergao DT, Youwai S, Hai CN, Voottipruex P (2001) Interaction of nonwoven needle-punched geotextiles under axisymmetric loading conditions. Geotext Geomembr 19:299–328

Elvidge CB, Raymond GP (1999) Laboratory survivability of nonwoven geotextiles on open-graded crushed aggregate. Geosynth Int 6(2):93–117

Dhule SB, Valunjkar SS, Sarkate SD, Korrane SS (2011) Improvement of flexible pavement with use of geogrid. Electron J Geotech Eng 16(Bundle C):269–279

Moayed RZ, Nazari M (2011) Effect of utilization of geosynthetic on reducing the required thickness of subbase layer of a two layered soil. World Acad Sci Eng Technol. 49(175):963–967

Srivastava RK, Jalota AV, Singh R (1995) Model studies on geotextile reinforced pavements. Indian Highw 23(9):31–39

Black WPM (1962) A method of estimating the California bearing ratio of cohesive soils from plasticity data. Geotechnique 12:271–282

Sharma R, Chen Q, Abu-Farsakh M, Yoon S (2009) Analytical modeling of geogrid reinforced soil foundation. Geotext Geomembr 27:63–72