Paper Title:
A Study on Dynamic Properties of Cement-Stabilized Soils
  Abstract

In this paper the dynamic property (shear modulus and damping ratio) of cement-stabilized soil is studied with using the resonant column test. The amount of cement admixed, the magnitude of confining pressure, and shearing strain amplitude are the parameters considered. Test results show that the maximum shear modulus of cement-stabilized soil increases with increasing confining pressure, the minimum damping ratio decreases with increasing confining pressure. The shear modulus of cement-stabilized soil decreases with increasing shearing strain while the damping ratio increases with increasing shearing strain. In the paper the relationship of shear modulus versus shearing strain is fitted into the Ramberg-Osgood equations using regression analysis.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
2050-2054
DOI
10.4028/www.scientific.net/AMR.243-249.2050
Citation
P. H. Tsai, S. H. Ni, "A Study on Dynamic Properties of Cement-Stabilized Soils", Advanced Materials Research, Vols. 243-249, pp. 2050-2054, 2011
Online since
May 2011
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Price
$32.00
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