The Use of Geosynthetic Reinforcement for Enhancing the Stability of the Geomembrane–Soil Interface along the Slopes of Cover Systems of MSW Landfills-Reference-Cited by-同舟云学术

The Use of Geosynthetic Reinforcement for Enhancing the Stability of the Geomembrane–Soil Interface along the Slopes of Cover Systems of MSW Landfills

Published:2016-08-08 Issue: Volume: Page:
ISSN:
Container-title:Geo-Chicago 2016
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Author:

Bhowmik Riya¹²³⁴,Sukumar Reshma¹²³⁴,Datta Manoj¹²³⁴,Shahu J. T.¹²³⁴

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, IIT Delhi, Hauz Khas, New Delhi, India.

2. Former M.Tech. Student, Dept. of Civil Engineering, IIT Delhi, Hauz Khas, New Delhi, India.

3. Professor and Head of the Department, Dept. of Civil Engineering, IIT Delhi, Hauz Khas, New Delhi, India.

4. Professor, Dept. of Civil Engineering, IIT Delhi, Hauz Khas, New Delhi, India.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480144.030

Reference12 articles.

1. Geogrid reinforcement in landfill closures

2. Theoretical Versus Experimental Modeling of the Anchorage Capacity of Geotextiles in Trenches

3. Geotextiles in landfill closures

4. Stabilization of cover slopes of Ghazipur MSW Landfill using paver blocks, geocells and geogrids - a case study;Datta M.;Proceedings of 7th International Congress on Environmental Geotechnics,2014

5. Stability of Geosynthetic-Soil Layered Systems on Slopes

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