Characterization of failure in soils using X-ray CT scanner

被引：0

作者：

Otani, J ^{[1
]}

Obara, Y ^{[1
]}

Mukunoki, T ^{[1
]}

机构：

[1] Kumamoto Univ, Dept Civil & Environm Engn, Kumamoto 860, Japan

来源：

DEFORMATION AND PROGRESSIVE FAILURE IN GEOMECHANICS - IS-NAGOYA'97 | 1997年

关键词：

deformation; failure; clayey soil; unconfined compression test; X-ray; computed tomography;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In order to design soil structures quantitatively, it is expected nowadays that not only the deformation property but also the real failure mechanism with microscopic behavior should be characterized. The failure mechanism of soils in unconfined compression test was investigated using X-ray Computed Tomography(CT) Scanner, in which the deformation in the soil specimen was capable of being investigated without any destruction. The results drawn from this research were 1) Not only 3-D deformation property but also that of inside the soils were investigated clearly; and 2) The characterization of failure in soils was well investigated.

引用

页码：311 / 314

页数：4