Multi-scale analysis method for partially improved ground using a three-dimensional nonlinear elastic constitutive model

A. Ishikawa, K. Terada

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

Abstract

We developed a multi-scale analysis method for partially improved ground that uses a novel nonlinear elastic constitutive equation to characterize the isotropic, three-dimensional, and confined pressure- dependent behavior of ground in situ. In this paper,we briefly summarize the general framework of the multi-scale method, which is based on homogenization theory.We then present the constitutive model and relevant numerical algorithm and the validation of its basic performance.We examined the macroscopically anisotropic responses with a single macroscopic finite element and then carried out the three-dimensional simulation of an improved ground to demonstrate the capability of the proposed multi-scale analysis method. We validated the results through a comparison with the results of direct analysis where the heterogeneities of the improvement material were directly discretized.

Original languageEnglish
Title of host publicationComputer Methods and Recent Advances in Geomechanics - Proc. of the 14th International Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014
PublisherTaylor and Francis - Balkema
Pages1471-1476
Number of pages6
ISBN (Print)9781138001480
Publication statusPublished - 2015 Jan 1
Event14th International Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014 - Kyoto, Japan
Duration: 2014 Sep 222014 Sep 25

Publication series

NameComputer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014

Other

Other14th International Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014
CountryJapan
CityKyoto
Period14/9/2214/9/25

ASJC Scopus subject areas

  • Computer Science Applications
  • Geochemistry and Petrology

Fingerprint Dive into the research topics of 'Multi-scale analysis method for partially improved ground using a three-dimensional nonlinear elastic constitutive model'. Together they form a unique fingerprint.

  • Cite this

    Ishikawa, A., & Terada, K. (2015). Multi-scale analysis method for partially improved ground using a three-dimensional nonlinear elastic constitutive model. In Computer Methods and Recent Advances in Geomechanics - Proc. of the 14th International Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014 (pp. 1471-1476). (Computer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014). Taylor and Francis - Balkema.