Combined Seepage and Slope Stability Analysis of a Landfill Cover System-Reference-Cited by-同舟云学术

Combined Seepage and Slope Stability Analysis of a Landfill Cover System

Published:2017-03-30 Issue: Volume: Page:
ISSN:
Container-title:Geotechnical Frontiers 2017
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Author:

Nadukuru Sid¹²³⁴,Zhu Ming¹²³⁴,Gokmen Cuneyt¹²³⁴,Bonaparte Rudolph¹²³⁴

Affiliation:

1. Engineer, Geosyntec Consultants, 1255 Roberts Rd Blvd, Kennesaw, GA 30144.

2. Principal, Geosyntec Consultants, 1255 Roberts Rd Blvd, Kennesaw, GA 30144.

3. Senior Principal, Geosyntec Consultants, 1255 Roberts Rd Blvd, Kennesaw, GA 30144.

4. Chairman and Senior Principal, Geosyntec Consultants, 2002 Summit Blvd. NE, Suite 885, Atlanta, GA 30319.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480434.017

Reference12 articles.

1. Bonaparte R. Gross B.A. Daniel D.A. Koerner R.M. and Dwyer S.F. (2004). "Draft Technical Guidance for RCRA/CERCLA Final Covers." United States Environmental Protection Agency Office of Solid Waste and Emergency Response Washington DC.

2. Caps;Daniel D.E.;Rumer and J.K. Mitchell (eds.), National Technical Information Services, PB96-180583,1996

3. Influence of Water Flow on the Stability of Geosynthetic-Soil Layered Systems on Slopes

4. Giroud J.P. and Beech J.F. (1989). "Stability of Soil Layers on Geosynthetic Lining Systems." Geosynthetics '89 Conference Proceedings Industrial Fabrics Association International St. Paul MN Vol. 1 pp. 35-46.

5. Studies on Soil Phyics.

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