Experimental assessment of 3D particle-to-particle interaction within sheared sand using synchrotron microtomography

被引:105
作者
Hasan, A. [1 ]
Alshibli, K. A. [2 ]
机构
[1] CNRS, Grenoble, France
[2] Southern Univ, Louisiana State Univ, Dept Civil & Environm Engn, Baton Rouge, LA USA
来源
GEOTECHNIQUE | 2010年 / 60卷 / 05期
关键词
fabric/structure of soils; sands; strain localisation; X-RAY MICROTOMOGRAPHY; PLANE-STRAIN; BAND THICKNESS; VOID RATIO; MICROSTRUCTURE; LOCALIZATION; EVOLUTION; COMPUTER; PACKING;
D O I
10.1680/geot.2010.60.5.369
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The paper presents a quantitative assessment of particle orientation, contacts and spatial variation of void ratio in a sand specimen loaded under plane-strain conditions. The specimen has a prismatic shape, and measures 57 mm wide X 121 mm long X 180 mm high. It was prepared using a dry natural silica sand known as F-75 Ottawa sand at a dense packing, and was sheared until failure. The specimen failed along a well-defined single shear band. It was then stabilised by slowly percolating a low-viscosity epoxy. Cylindrical subsamples 8 mm in diameter and 50 mm high were cored from the stabilised specimen at regions of interest for further investigation. A synchrotron X-ray microtomography technique was used to acquire high-resolution three-dimensional images of the cores. The scans have a voxel size of 15.06 mu m, which is high enough to visualise individual sand particles. Post-scanning analyses included mapping the spatial distribution of void ratio and particle contacts inside and outside the shear band. A good correlation was found between void ratio and particle contacts. Statistical distributions of particle orientation within and outside the shear band were calculated: they show that most particles inside the shear band orient in the x-y plane towards the y-axis, which is perpendicular to the shear band with angle in the range 70-90 degrees. Particles outside the shear band have no preferred orientation in the x-y plane, and form chains with preferred angles of 30-60 degrees from the direction of the applied major principal stress.
引用
收藏
页码:369 / 379
页数:11
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