Paper Title:
Dynamic Shear Modulus and Damping Ratio of Waste Granular Rubber and Cement Soil Mixtures
  Abstract

In this study a resonant column apparatus was used to obtain the shear modulus and damping ratio of the waste granular rubber and cement soil mixtures. Specimens were tested for different rubber contents and confining pressures. Experiments show that with the rubber increased, the damping ratio of the rubber and cement soil mixtures increases, dynamic modulus decreases. When the confining pressure increases, the shear modulus of rubber and cement soil mixtures increase gradualy, damping ratio increase slightly.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
2091-2094
DOI
10.4028/www.scientific.net/AMR.243-249.2091
Citation
Z. Y. Wang, G. X. Mei, X. B. Yu, "Dynamic Shear Modulus and Damping Ratio of Waste Granular Rubber and Cement Soil Mixtures", Advanced Materials Research, Vols. 243-249, pp. 2091-2094, 2011
Online since
May 2011
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$32.00
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