Slope Stability and Deformation Analysis of Bangalore MSW Landfills Using Constitutive Model-Reference-Cited by-同舟云学术

Slope Stability and Deformation Analysis of Bangalore MSW Landfills Using Constitutive Model

Published:2016-08 Issue:4 Volume:16 Page:04015092
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ering Pinom¹,Sivakumar Babu G. L.²

Affiliation:

1. Postgraduate Student, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India.

2. Professor, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000587

Reference37 articles.

1. Bjarngard A. and Edgers L. (1990) “Settlement of municipal solid waste landfills.” Proc. 13th Annual Madison Waste Conf. Univ. of Wisconsin Madison WI 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.” Ph.D. thesis Sao Paulo Univ. Sao Carlos Brazil (in Portuguese).

4. Chouksey S. K. (2013). “Strength and deformation behaviour of municipal solid waste based on constitutive model approach.” Ph.D. thesis Indian Institute of Science (IISc) Bangalore India.

5. Constitutive model for strength characteristics of municipal solid waste;Chouksey S. K.;Int. J. Geomech.,2014

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