The Role of Nature of Particles on the Behaviour of Rockfill Materials
Copyright policy )The Role of Nature of Particles on the Behaviour of Rockfill Materials
The nature of the particles of seven alluvial rockfill materials and three quarried rockfill materials are expressed in terms of uncompacted void content and unconfined compressive strength of each of the rockfill materials. Drained triaxial tests are conducted on modeled rockfill materials. The behaviour of the rockfill materials is related to the uncompacted void content and unconfined compressive strength of the rockfill materials. A prediction procedure is proposed to determine the angle of shearing resistance of the rockfill materials using uncompacted void content and unconfined compressive strength of these materials.
triaxial tests, uncompacted void content, rockfill materials, (<b>IGC</b>: D3/D6), unconfined compressive strength
triaxial tests, uncompacted void content, rockfill materials, (<b>IGC</b>: D3/D6), unconfined compressive strength
selected citations These citations are derived from selected sources.This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).24 popularity This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.Top 10% influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).Top 10% impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.Average
Citations provided by BIP!Popularity provided by BIP!