Large-scale characterisation of cemented rock fill performance for exposure stability analysis
Abstract
A novel large-scale geomechanical laboratory testing program is developed to provide full characterization of the strength and deformational response of cemented rockfill (CRF) material for use in exposure stability analyses. Uniaxial compressive strength (UCS), direct shear, and three-point bending tensile tests are performed on large-scale samples that require the use of novel processes and laboratory equipment. For the first time, the shear...
Paper Details
Title
Large-scale characterisation of cemented rock fill performance for exposure stability analysis
Published Date
Nov 1, 2021
Volume
308
Pages
124995 - 124995
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