Municipal Solid Waste Slope Failure. I: Waste and Foundation Soil Properties-Reference-Cited by-同舟云学术

Municipal Solid Waste Slope Failure. I: Waste and Foundation Soil Properties

Published:2001-09 Issue:9 Volume:127 Page:812-815
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kavazanjian Edward¹,Beech J. F.¹,Matasović Neven¹,Eid Hisham T.²³²⁴⁵,Stark Timothy D.²³²⁴⁵,Evans W. Douglas²³²⁴⁵,Sherry Paul E.²³²⁴⁵

Affiliation:

1. Members, ASCE

2. GeoSyntec Consult., 2100 Main St., Huntington Beach, CA 92648-2648.

3. GeoSyntec Consult., 1100 Lake Hearn Dr. N.E., Atlanta, GA 30342-1523.

4. Asst. Prof. of Civ. Engrg., Zagazig Univ.–Shobra Branch, Cairo, Egypt.

5. Prof. of Civ. and Envir. Engrg., Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282001%29127%3A9%28812%29

Reference6 articles.

1. Earth Science Consultants Inc. ( 1997). “Slope stability and linear evaluation—Springfield Township Mahoning County Ohio.” Rep. Prepared for Mahoning Landfill Inc. New Springfield Ohio.

2. Schmucker B. O. and Hendron D. M. ( 1998). “Forensic analysis of 9 March 1996 north slope landslide at the Rumpke Sanitary Landfill Hamilton County Ohio.” Proc. 12th GRI Conf. on Field Performance of Geosynthetics and Geosynthetic Related Sys. Drexel University Philadelphia Pa. 269–295.

3. Stark T. D. ( 1999). “Stability of waste containment facilities.” Proc. Waste Tech '99 National Solid Wastes Management Association New Orleans 1–24.

4. Performance of Three-Dimensional Slope Stability Methods in Practice

5. Stark T. D. Arellano D. Evans W. D. Wilson V. and Gonda J. ( 1998). “Unreinforced geosynthetic clay liner case history.” Geosynthetics Int. J. 5(5) 521–544.

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