Effects of particle size on crushing and deformation behaviors of rockfill materials

Author:

Xiao Yang,Meng Minqiang,Daouadji Ali,Chen Qingsheng,Wu Zhijun,Jiang XiangORCID

Funder

111 Project

National Science Foundation of China

Fundamental Research Funds for the Central Universities

China Postdoctoral Science Foundation

State Key Laboratory for GeoMechanics and Deep Underground Engineering

China University of Mining and Technology

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences

Reference99 articles.

1. Changes to particle characteristics associated with the compression of sands;Altuhafi;Géotechnique,2011

2. Behavior of railroad ballast under monotonic and cyclic loading;Anderson;Journal of Geotechnical and Geoenvironmental Engineering,2008

3. The influence of particle breakage on the location of the critical state line of sands;Bandini;Soils and Foundations,2011

4. Analysis of earthquake response of an asphalt concrete core embankment dam;Baziar;International Journal of Civil Engineering,2006

5. Laboratory study on the liquefaction resistance of sand-silt mixtures: effect of grading characteristics;Belkhatir;Granular Matter,2011

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