2 Ergebnisse.

The characteristics of the particles of seven riverbed and three quarried rockfill materials have been determined quantitatively in terms of uncompacted void content and unconfined compressive strength of the rock from which the particles have been derived. Drained triaxial tests have been conducted on three sizes of the modeled rockfill materials of each rockfill material. The constitutive model based on disturbed state concept, which is norm...

For the present work two types of rockfill materials viz. riverbed (from seven project sites) and quarried (from three project sites) have been considered. These materials have been modeled to three smaller maximum particle sizes (dmax). Drained triaxial tests have been conducted on these modeled materials at four confining pressures. Breakage factors have been determined at the end of each triaxial test. For all the modeled rockfill materials...