An Analytical Approach to Estimate the Load-Bearing Capacity of Subgrade Soil with a Geocell-Reinforced Base Layer

Author:

Khan Md. Ashrafuzzaman11111,Puppala Anand J.11111,Biswas Nripojyoti11111,Congress Surya S. C.11111,Jafari Kamron H.11111

Affiliation:

1. Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX.

Publisher

American Society of Civil Engineers

Reference30 articles.

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2. Evaluation of geogrid reinforcement of flexible pavement performance: A review of large-scale laboratory studies;Alimohammadi H.;Transp. Geotech,2020

3. Behavior of Geotextile-Encased Granular Columns Supporting Test Embankment on Soft Deposit;Almeida M. S. S.;J. Geotech. Geoenviron. Eng,2015

4. A bearing capacity calculation method for soil reinforced with a geocell

5. Biswas, N., Puppala, A. J., Khan, M. A., Chakraborty, S., and Congress, S. S. C. (2021a). “Depth of Influence of a Wicking Geotextile below the Flexible Pavement Constructed over Expansive Subgrade”. In Geosynthetics Conference, 583–594.

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