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California Bearing Ratio Analysis of Soaked Soil Sample Reinforced with Geotextile FIBRE

Authors(3) :-Saman Khan, Roohul Abad Khan, Amadur Rahman Khan

The advantage of reinforced soil in form of economy, ease of construction has resulted in extensive use of Reinforced soil in geotechnical engineering design and construction. This paper evaluates the effect of geotextile reinforcement on CBR value of soil. A total of 8 samples reinforced with varying degree and positon of geotextile fibre layer in soil were tested to determine the CBR value. One soil sample with no geotextile fibre content was also tested to determine the changes in CBR value due to geotextile fibre reinforcement. The CBR value was determined at two penetration depth namely 2mm and 5mm. the results obtained depicted that the soil samples consisting 3 layers of geotextile fibre resulted in highest CBR value.
Saman Khan, Roohul Abad Khan, Amadur Rahman Khan
Reinforced Soil, Economy, Geotechnical, Geotextile, CBR
  1. Roohul Abad Khan, Amadur Rahman Khan and Shashank Verma,” Effect of Fibre Content on CBR for Unsoaked RDFS,” International Journal for Research & Development in Technology, Volume-5 issue-3 March 2016. Available Online at: http://ijrdt.org/full_paper/326/14/Effect-of-Fibre-Content-on-CBR-for-Unsoaked-RDFS
  2. Roohul Abad Khan, Amadur Rahman Khan and Saiful Islam,” Analysis of Dry Unit Weight and optimum moisture content,” American International Journal of Research in Formal, Applied and Natural Sciences, ISSN (Print) 2328-3777, ISSN (Online): 2328-3785, March 2016. Available Online at: http://iasir.net/AIJRFANSpapers/AIJRFANS15-523.pdf
  3. Roohul Abad Khan, Amadur Rahman Khan and Saiful Islam,” Behaviour of CBR for Soaked RDFS at varying fibre length,” e-ISSN: 2394-3343, p-ISSN: 2394-5494, International Journal of Innovative and Emerging Research in Engineering, Volume 3, Issue 2, 2016. Available Online at: http://ijiere.com/FinalPaper/FinalPaperBehaviour%20of%20CBR%20for%20Soaked%20RDFS%20at%20varying%20fibre%20length170540.pdf
  4. Roohul Abad Khan, Amadur Rahman Khan, Saman Khan and Saiful Islam,” Analysis of California bearing Ratio under soaked condition for RDFS,” International Journnal of Engineering Research Online, Vol. 4 Issue 1 (Jan-Feb) 2016, ISSN: 2321-7758, Available Online at: http://ijoer.in/4.1.16/69-72%20ROOHUL%20ABAD%20KHAN.pdf
  5. Roohul Abad Khan, Amadur Rahman Khan, Shashank Verma and Saiful Islam, “California Bearing Ratio Analysis for RDFS in Unsoaked Condition,” International Journal for Research in Technological Studies, ISSN (Online): 2348-1439 Vol. 3, Issue 3, February 2016. Available Online at: http://www.ijrts.com/Vol3Issue3.php
  6. Roohul Abad Khan, Amadur Rahman Khan, Saiful Islam and Shashank Verma,” Behaviour of Randomly Distributed Fibre Soil in consolidated undrained condition,” International Journal of Advanced Research in Science, Engineering and Technology, Volume 3 Issue 2 2016. Available Online at: http://www.ijarset.com/currentissue.html
  7. Saman Khan, Roohul Abad Khan, Saiful Islam and Amadur Rahman Khan,” Interrelationship of PPFRC,” International Journal of Research in Advent Technology ISSN: 2321-9637, Vol. 3 No. 4 March 2016, pp. 24-29. Available Online at: http://www.ijrat.org/downloads/Vol-4/march-2016/paper%20ID-42201624.pdf
  8. Roohul Abad Khan, Amadur Rahman Khan, Saman Khan & Saiful Islam,” Analysis of California Bearing Ratio under soaked condition for RDFS,” International Journal of Engineering Research-Online, ISSN: 2321-7758, Vol. 4 Issue 1 Jan-Feb, 2016, pp.69-72. Available Online at: http://www.ijoer.in/4.1.16/69-72%20ROOHUL%20ABAD%20KHAN.pdf
Publication Details
  Published in : Volume 2 | Issue 6 | November-December 2016
  Date of Publication : 2016-12-31
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 187-190
Manuscript Number : IJSRST162619
Publisher : Technoscience Academy
PRINT ISSN : 2395-6011
ONLINE ISSN : 2395-602X
Cite This Article :
Saman Khan, Roohul Abad Khan, Amadur Rahman Khan, "California Bearing Ratio Analysis of Soaked Soil Sample Reinforced with Geotextile FIBRE", International Journal of Scientific Research in Science and Technology(IJSRST), Print ISSN : 2395-6011, Online ISSN : 2395-602X, Volume 2, Issue 6 , pp.187-190, November-December-2016.
Journal URL : http://ijsrst.com/IJSRST162619

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