PDF) INTERPRETATION OF UCS TEST RESULTS FOR ENGINEERING DESIGN
PDF) INTERPRETATION OF UCS TEST RESULTS FOR ENGINEERING DESIGN
Cylindrical slope with a punctual element at risk (star). The solid
P. KAISER, Professor Emeritus, PhD, PEng, F.EIC, F.CAE, Laurentian University, Greater Sudbury, MA Program in Mineral Resources Engineering/PhD Program in Natural Resources Engineering
Examples of common failure modes observed in hard brittle rocks loaded
3-D slope with a punctual element at risk (star). The dashed line
Heterogeneous rock -Impact of failure mode grouping on UCS and its
Effect of sample size on q u (modified after Kulhawy and Prakoso 2001)
Examples of common failure modes observed in hard brittle rocks loaded