Composite Compressibility Model for Municipal Solid Waste-Reference-Cited by-同舟云学术

Composite Compressibility Model for Municipal Solid Waste

Published:2003-04 Issue:4 Volume:129 Page:372-378
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Marques Afonso Celso Moruzzi¹,Filz George M.²,Vilar Orencio Monje³

Affiliation:

1. Senior Engineer, Engecorps—Corps of Consultant Engineers Inc., Av. Queiroz Filho 455, 05319-000, Sao Paulo, SP, Brazil.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061-0105.

3. Associate Professor, Dept. of Geotechnical Engineering, Sao Carlos School of Engineering, Sao Paulo University, Av. Dr. Carlos Botelho 1465, 13560-970, Sao Carlos, SP, Brazil.

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%282003%29129%3A4%28372%29

Reference26 articles.

1. Bjarngard A. and Edgers L. (1990). “Settlement of municipal solid waste landfills.” Proc. 13th Annual Madison Waste Conf. University of Wisconsin Madison Wis. 192–205.

2. LANDFILL SETTLEMENT AND THE IMPACT ON SITE CAPACITY AND REFUSE HYDRAULIC CONDUCTIVITY

3. Carvalho M. F. (1999). “Geotechnical behavior of municipal solid waste.” PhD thesis Sao Paulo Univ. Sao Carlos Brazil (in Portuguese).

4. Coumoulos D. G. and Koryalos T. P. (1997). “Prediction of attenuation of landfill settlement rates with time.” Proc. 14th Int. Conf. on Soil Mechanics and Foundation Engineering ISSMFE Hamburg Germany Vol. 3 1807–1811.

5. Deutsch W. L. Esterly O. R. and Vitale J. (1994). “Modeling settlements of an existing municipal solid waste landfill sideslope using an earthen surcharge pile.” Proc. Settlement ’94 Vertical and Horizontal Deformations of Foundations and Embankments GSP 40—ASCE College Station Texas Vol. 2 1135–1148.

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