Research on particle crushing of calcareous sands under triaxial shear

被引:0
|
作者
Zhang Jia-ming [1 ]
Zhang Lin [1 ]
Jiang Guo-sheng [1 ]
Wang Ren [2 ]
机构
[1] China Univ Geosci, Fac Engn, Wuhan 430074, Hubei, Peoples R China
[2] Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan 430071, Hubei, Peoples R China
关键词
calcareous sand; triaxial shear test; particle crushing;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Calcareous sands generally consist of marine sediments. Compared to the terrigenous sands, they tend to crush easily under load, and the mechanical character will change subsequently. Laboratory triaxial shear tests under different confining pressures and strains on calcareous sands which are taken from the South China Sea are presented. And the particle size of the sample is sieved before and after tests. The results show that the particle breakage of sand is very serious under triaxial shear. And the crushability of the sand is quantified by using Hardin model. The relationship among confining pressures, shear strain and particle breakage is also discussed.
引用
收藏
页码:2789 / 2793
页数:5
相关论文
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