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Submitted to the SoilRock2003: 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering and 39th
 

Summary: Submitted to the SoilRock2003: 12th
Panamerican Conference on Soil Mechanics and Geotechnical Engineering and 39th
U.S. Rock Mechanics Symposium
1
Interaction between backfill and rock mass in narrow stopes
M.Aubertin1*
, L.Li1
, S.Arnoldi1
, T.Belem2
, B.Bussière2
, M.Benzaazoua2
, R.Simon1
1
École Polytechnique de Montréal, Qc, Canada
2
Université du Québec en Abitibi-Témiscamingue, Qc, Canada
Abstract
It is now a common practice in mining to use backfilling as a ground control measure. The design of backfilled
stopes requires that the interaction that develops at the interface between the fill material and surrounding rock
mass be evaluated. In this paper, the authors present analytical and numerical results from calculations performed

  

Source: Aubertin, Michel - Département des génies civil, géologique et des mines, École Polytechnique de Montréal

 

Collections: Engineering; Environmental Management and Restoration Technologies