A study on dynamic properties of cement-stabilized soils

Pei Hsun Tsai, Sheng Huoo Ni

Research output: Chapter in Book/Report/Conference proceedingConference contribution

3 Citations (Scopus)

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.

Original languageEnglish
Title of host publicationAdvances in Civil Engineering and Architecture
Pages2050-2054
Number of pages5
DOIs
Publication statusPublished - 2011
Event1st International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2011 - Haikou, China
Duration: 2011 Jun 182011 Jun 20

Publication series

NameAdvanced Materials Research
Volume243-249
ISSN (Print)1022-6680

Other

Other1st International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2011
CountryChina
CityHaikou
Period11-06-1811-06-20

All Science Journal Classification (ASJC) codes

  • Engineering(all)

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