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This document presents the results of a study carried out to quantify the effects of coarse particles of cobbles and boulders (termed as the coarse fraction) on the shear strength of colluvium in Hong Kong. The study arose from the need to investigate more accurate ways of assessing mass shear strengths in slope stability analyses for heterogeneous soils, including colluvial deposits and the corestone-bearing saprolite zones of the weathering profile. In typical stability analyses of slopes comp

Author

Angie Rodríguez Toro

Language

EN