Study on Grain Breakage in Triaxial Test of Rockfill Material

被引:0
作者
Pan Jiajun [1 ]
Rao Xibao [1 ]
Zuo Yongzhen [1 ]
机构
[1] Changjiang River Sci Res Inst, Wuhan 430010, Peoples R China
来源
ADVANCES IN BUILDING MATERIALS, PTS 1-3 | 2011年 / 261-263卷
关键词
rockfill material; triaxial test; grain breakage; gradation; PARTICLE BREAKAGE;
D O I
10.4028/www.scientific.net/AMR.261-263.1598
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Large-scale triaxial test has been conducted on various rockfill materials in an attempt to study the degrees of grain breakage. The result has shown that, the grain breakage occurred during sample preparation can not be neglected, and to maintain the initial gradation design prior to consolidation, the gradation design shall be adjusted downwards to a certain extent accordingly before sample preparation. The breakage of large-sized grains mainly occurs on the surface, and the grain breakage and confining pressure has shown linear relations after triaxial test.
引用
收藏
页码:1598 / 1602
页数:5
相关论文
共 6 条
[1]  
[Anonymous], CHIN J GEOTECH ENG
[2]  
[Anonymous], 2003, ROCK SOIL MECH
[3]   Crushing and plastic deformation of soils simulated using DEM [J].
Cheng, YP ;
Bolton, MD ;
Nakata, Y .
GEOTECHNIQUE, 2004, 54 (02) :131-141
[4]   Particle breakage during shearing of a carbonate sand [J].
Coop, MR ;
Sorensen, KK ;
Freitas, TB ;
Georgoutsos, G .
GEOTECHNIQUE, 2004, 54 (03) :157-163
[5]  
[梁军 Liang Jun], 2003, [岩土力学, Rock and Soil Mechanics], V24, P479
[6]   A new elastoplastic constitutive model for coarse granular aggregates incorporating particle breakage [J].
Salim, W ;
Indraratna, B .
CANADIAN GEOTECHNICAL JOURNAL, 2004, 41 (04) :657-671