Expansion of SYS cam-clay model for simulation of mechanical behavior of cement-treated soils

Shotaro Yamada, Masaki Nakano

Research output: Contribution to conferencePaperpeer-review

Abstract

Asaoka et al. (2002) proposed an elasto-plastic constitutive model, the SYS Cam-clay model, based on the soil skeleton structure concept as a constitutive equation which can reproduce the mechanical behavior of naturally deposited clays. This paper expanded the model to describe the mechanical behavior of cement-treated soils based on element experiments and demonstrated high reproduction capability of the proposed model.

Original languageEnglish
Pages993-996
Number of pages4
Publication statusPublished - 2017
Externally publishedYes
Event19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017 - Seoul, Korea, Republic of
Duration: 2017 Sep 172017 Sep 22

Other

Other19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017
CountryKorea, Republic of
CitySeoul
Period17/9/1717/9/22

Keywords

  • Cement-treated soil
  • Elasto-plastic constitutive model
  • Modified stress

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology

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