Improvement of Bearing Capacity of Shallow Foundation Resting on Wraparound Geotextile Reinforced Soil-Reference-Cited by-同舟云学术

Improvement of Bearing Capacity of Shallow Foundation Resting on Wraparound Geotextile Reinforced Soil

Published:2021-05-06 Issue: Volume: Page:
ISSN:
Container-title:IFCEE 2021
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Author:

Jaiswal Sagar¹¹²,Srivastava Ananya¹¹²,Bhushan Chauhan Vinay¹¹²

Affiliation:

1. Postgraduate Student, Dept. of Civil Engineering, Madan Mohan Malaviya Univ. of Technology, Gorakhpur, India.

2. Assistant Professor, Dept. of Civil Engineering, Madan Mohan Malaviya Univ. of Technology, Gorakhpur, India.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483411.007

Reference17 articles.

1. Performance evaluation of geosynthetic reinforced flexible pavement: a review of full-scale field studies;Alimohammadi H.;Int. J. Pavement Res. Technol,2020

2. Correlations of Soil and Rock Properties in Geotechnical Engineering

3. Numerical Investigation of Wraparound Geotextile Reinforcement Technique for Strengthening Foundation Soil;Aria S.;Int. J. Geomech,2019

4. Circular footings resting on geotextile-reinforced sand bed

5. Improvement of bearing capacity of strip footing on reinforced sand;Benmebarek S.;Int. J. Geotech. Eng,2018

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