[1]XU Xiao-dong,LU Yang,MAO Hang-yu,et al.Experimental Research on Horizontal Cyclic Shear Behavior of ScrapTire Particles-Sand Mixtures[J].Journal of Zhengzhou University (Engineering Science),2015,36(04):62-66.[doi:10.3969/ j. issn.1671 -6833.2015.04.015]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
36
Number of periods:
2015 04
Page number:
62-66
Column:
Public date:
2015-08-31
- Title:
-
Experimental Research on Horizontal Cyclic Shear Behavior of ScrapTire Particles-Sand Mixtures
- Author(s):
-
XU Xiao-dong; LU Yang; MAO Hang-yu; LIU Jin; YANG Qi
-
College of Water Conservancy and Hydropower Engineering,Hohai University ,Nanjing 210098,China
-
- Keywords:
-
particle size; vertical load; particle content; dynamic equivalent shear modulus; equivalentdamping ratio
- CLC:
-
TQ0352.7 TQ0352.9
- DOI:
-
10.3969/ j. issn.1671 -6833.2015.04.015
- Abstract:
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This paper uses the mixture to study its dynamic shear modulus and equivalent damping ratio underthe different vertical loads and different tire particles content through horizontal cyclic simple shear test.Theresults show that when the vertical load on the mixture between waste tire particles and sand increases, its dy-namic shear modulus increases and its equivalent damping ratio decreases. The dynamic shear modulus and e-quivalent damping ratio of mixture is not a monotonous variation with the addition of tire particles content. Inthe test,the dynamic elastic modulus of the mixture between tire particles in small size and sand is relativelysmall and its equivalent damping ratio is relatively big,which can provide a reference in engineer applicationsfor the mixture between waste tire particles and sand.