Validation of Hyperbolic Model by the Results of Triaxial and Direct Shear Tests of Municipal Solid Waste-Reference-Cited by-同舟云学术

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Validation of Hyperbolic Model by the Results of Triaxial and Direct Shear Tests of Municipal Solid Waste

Published:2017-04-18 Issue:5 Volume:35 Page:2003-2015
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Asadi Mohsen,Shariatmadari Nader,Karimpour-Fard Mehran,Noorzad Ali

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/article/10.1007/s10706-017-0223-y/fulltext.html

Reference28 articles.

1. ASTM D3080-98 (1998) Standard test method for direct shear test of soils under consolidated drained conditions. American Society for Testing and Materials, West Conshohocken. doi: 10.1520/D3080-98

2. ASTM D4767–02 (2002) Test method for consolidated undrained triaxial compression test for cohesive soils. American Society for Testing and Materials. doi: 10.1520/D4767-02

3. Babu SGL, Reddy KR, Chouksey SK (2010) Constitutive model for municipal solid waste incorporating mechanical creep and biodegradation-induced compression. Waste Manag 30(1):11–22. doi: 10.1016/j.wasman.2009.09.005

4. Blight G (2008) Slope failures in municipal solid waste dumps and landfills: a review. Waste Manage Res 26(5):448–463. doi: 10.1177/0734242x07087975

5. Bray J, Zekkos D, Kavazanjian E, Athanasopoulos G, Riemer M (2009) Shear strength of municipal solid waste. J Geotech Geoenviron Eng 135(6):709–722. doi: 10.1061/(ASCE)GT.1943-5606.0000063

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3. Geotechnical Evaluation of Consolidation and Conductivity of Synthetic Municipal Solid Waste;Geotechnical and Geological Engineering;2024-04-09

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