Effect of Particle Shape and Confining Pressure on Breakage and Deformation of Artificial Rockfill

The rockfill exhibits a substantial amount of particle breakage when subjected to higher range of stresses. The deformations of rockfill under such excessive stresses often lead to failure and cannot be ignored. The degree of particle breakage is related to the type of the material as well as the pa...

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Veröffentlicht in:	International journal of geosynthetics and ground engineering 2019-06, Vol.5 (2), p.1-10, Article 15
Hauptverfasser:	Yang, Gui, Yan, Xing, Nimbalkar, Sanjay, Xu, Jianbao
Format:	Artikel
Sprache:	eng
Schlagworte:	Breakage Building Materials Confining Cylinders Deformation effects Engineering Environmental Science and Engineering Foundations Geoengineering Hydraulics Modulus of deformation Original Paper Particle shape Pressure effects Rockfill Roundness Shape Shape effects Shear tests Stresses
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