Prediction of strength and deformation of cemented geomaterials

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

Abstract

Cement stabilized soils of various cement contents were prepared to evaluate effects of the cementation between soil particles on mechanical properties. Based on experimental and theoretical considerations, a new equation of internal dissipated energy work of soil and the failure state concept of soils with cementation have been proposed, and an elasto-plastic constitutive model incorporating the effects of cementation is presented. In order to verify the effectiveness of this model, the predicted behaviors of cement stabilized soil are compared with experimental results.

Original languageEnglish
Title of host publicationThe geotechnics of hard soils - soft rocks. Proceedings of the second international symopsium on hard soils-soft rocks, Naples, October 1998. (Two volumes).
EditorsA. Evangelista, L. Picarelli, A. Evangelista, L. Picarelli
PublisherA.A.Balkema
Pages579-585
Number of pages7
ISBN (Print)9058090183
Publication statusPublished - Dec 1 1998
EventProceedings of the second international symposium on hard soils-soft rocks 1998. - Naples, Italy
Duration: Oct 12 2098Oct 14 2098

Other

OtherProceedings of the second international symposium on hard soils-soft rocks 1998.
CountryItaly
CityNaples
Period10/12/9810/14/98

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All Science Journal Classification (ASJC) codes

  • Earth and Planetary Sciences(all)
  • Environmental Science(all)

Cite this

Kasama, K., Ochiai, H., & Yasufuku, N. (1998). Prediction of strength and deformation of cemented geomaterials. In A. Evangelista, L. Picarelli, A. Evangelista, & L. Picarelli (Eds.), The geotechnics of hard soils - soft rocks. Proceedings of the second international symopsium on hard soils-soft rocks, Naples, October 1998. (Two volumes). (pp. 579-585). A.A.Balkema.