Generalized Solution for Mining Backfill Design-Reference-Cited by-同舟云学术

Generalized Solution for Mining Backfill Design

Published:2014-06 Issue:3 Volume:14 Page:04014006
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Li¹

Affiliation:

1. Associate Professor, Dept. of Construction Engineering, École de Technologie Supérieure, 1100 rue Notre-Dame Ouest, Montreal, QC, Canada H3C 1K3; presently, Associate Professor, Dept. of Civil, Geological and Mining Engineering, École Polytechnique de Montréal, P.O. 6079, Station Centre-ville, Montreal, QC, Canada H3C 3A7.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000329

Reference72 articles.

1. Aubertin M. et al. (2005). “Méthodes d’estimation des pressions induites dans les chantiers remblayés.” Proc. Symp. Rouyn-Noranda: Mines and the Environment (CD-ROM) Canadian Institute of Mining Metallurgy and Petroleum (CIM) Montréal (in French).

2. Aubertin M. Li L. Belem T. and Simon R. (2008). “Évaluation des pressions dans les chantiers remblayés et sur les barricades.” Proc. Symp. Rouyn-Noranda: Mines and the Environment (CD-ROM) Canadian Institute of Mining Metallurgy and Petroleum (CIM) Montréal (in French).

3. Use of A¯=0 as a failure criterion for weakly cemented soils;Baxter C. D. P.;J. Geotech. Geoenviron. Eng.,2011

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