Dynamic properties of silicate-grouted sand at low stress level

J. R. Kim, D. Bakhtiyarov, G. Zhumabekov, D. Saliyev

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

Abstract

The creep behaviors of silicate-grouted sandy soil were investigated. A series of haversine creep tests with three frequencies (0.01 Hz, 0.05 Hz, and 0.1 Hz) were carried out to evaluate the dynamic properties (complex modulus and phase angle) of materials at low stress level. The stress-strain relationship for the sinusoidal test was plotted as an elliptical hysteretic loop. The complex modulus |G*(ω)| and the phase angle δ were determined from the hysteretic loop at a given frequency ω. While the complex modulus |G*(ω)| of the tested material increased, the complex compliance |J*(ω)| and the phase angle δ decreased with frequency ω within the tested frequency range.

Original languageEnglish
Title of host publicationAdvances in Applied Materials and Electronics Engineering III
PublisherTrans Tech Publications
Pages259-262
Number of pages4
ISBN (Print)9783038350583
DOIs
Publication statusPublished - Jan 1 2014
Event3rd International Conference on Applied Materials and Electronics Engineering, AMEE 2014 - Hong Kong, China
Duration: Apr 26 2014Apr 27 2014

Publication series

NameAdvanced Materials Research
Volume905
ISSN (Print)1022-6680

Other

Other3rd International Conference on Applied Materials and Electronics Engineering, AMEE 2014
CountryChina
CityHong Kong
Period4/26/144/27/14

Keywords

  • Complex modulus
  • Creep compliance
  • Haversine creep test
  • Hysteretic loop
  • Phase angle
  • Silicate-grouted sand

ASJC Scopus subject areas

  • Engineering(all)

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  • Cite this

    Kim, J. R., Bakhtiyarov, D., Zhumabekov, G., & Saliyev, D. (2014). Dynamic properties of silicate-grouted sand at low stress level. In Advances in Applied Materials and Electronics Engineering III (pp. 259-262). (Advanced Materials Research; Vol. 905). Trans Tech Publications. https://doi.org/10.4028/www.scientific.net/AMR.905.259