Experimental study of dynamic mechanical behaviors of unsaturated clay subjected to uniaxial loading
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Experimental study of dynamic mechanical behaviors of unsaturated clay subjected to uniaxial loading
Vol. 34, Issue 9, (2013)
作者机构:
国防科学技术大学 理学院 工程物理研究所,长沙,410073
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:13 September 2013,
Published:2013
稿件说明:
移动端阅览
DING Yu-qing, TANG Wen-hui, XU Xin, et al. Experimental study of dynamic mechanical behaviors of unsaturated clay subjected to uniaxial loading[J]. 2013, 34(9).
DOI:
DING Yu-qing, TANG Wen-hui, XU Xin, et al. Experimental study of dynamic mechanical behaviors of unsaturated clay subjected to uniaxial loading[J]. 2013, 34(9).DOI:
Experimental study of dynamic mechanical behaviors of unsaturated clay subjected to uniaxial loading
During testing low impedance materials such as clay by conventional split Hopkinson pressure bar (SHPB)
the transmission strain pulse is always too weak to be collected correctly. In addition
the clay specimen will not deform homogeneously during the test
which makes it impossible to get valid data. To overcome these problems
the quartz transducer technique and the controlled loading pulse were introduced to test the unsaturated clay specimen with different moisture contents under different loading rates. Besides
the stress equilibrium in the specimen was monitored by quartz transducer mounted at the two end faces of the specimen. The results indicate that the compressive response of the unsaturated clay is sensitive to moisture content and strain rate
which the axial compressive strength decrease with the increase of moisture content
but increase with the increase of strain rate. Furthermore
the relationship of the axial compressive strength with the moisture content
and the normalized axial compressive strength with the strain rate are given respectively. The fitting curves are better consistent with the experimental data.