Experimental study on effect of initial intermediate principal stress coefficient on dynamic shear modulus and damping ratio of medium-dense fly ash
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Experimental study on effect of initial intermediate principal stress coefficient on dynamic shear modulus and damping ratio of medium-dense fly ash
Vol. 29, Issue 3, (2008)
作者机构:
1. 大连理工大学 海岸和近海工程国家重点试验室,大连,116024
2. 大连理工大学 土木水利学院岩土工程研究所,大连,116024
作者简介:
基金信息:
DOI:
CLC:TU411
Online First:19 July 2013,
Published:2008
稿件说明:
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GUO Ying, ZHANG Xiao-ling, LUAN Mao-tian, et al. Experimental study on effect of initial intermediate principal stress coefficient on dynamic shear modulus and damping ratio of medium-dense fly ash[J]. 2008, 29(3).
DOI:
GUO Ying, ZHANG Xiao-ling, LUAN Mao-tian, et al. Experimental study on effect of initial intermediate principal stress coefficient on dynamic shear modulus and damping ratio of medium-dense fly ash[J]. 2008, 29(3).DOI:
Experimental study on effect of initial intermediate principal stress coefficient on dynamic shear modulus and damping ratio of medium-dense fly ash
The soil static and dynamic universal triaxial and torsional shear apparatus recently facilized in Dalian University of Technology is employed to perform experimental tests on flyash with relative density of Dr = 60 % under three-directional anisotropic consolidation subjected to cyclic torsional shear loading. Through a series of soil tests
the effects of initial intermediate principal stress coefficient on dynamic shear modulus and damping ratio of medium-dense fly ash are investigated systematically. Based on the specialty of the apparatus
not only the precision of experiment can be improved by using the small angle displacement sensors and large angle displacement sensor installed in the triaxial cell
but also the whole changes of dynamic modulus and damping ratio with amplitude of dynamic shear strain can be obtained continuously.