A Study on Dynamic Properties of Cement-Stabilized Soils

Abstract:

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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 and 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:

$35.00

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