Parametric study of the seismic ground response of a linear visco-elastic soil layer improved by stone columns or pile-like elements

L. Floroiu, Helmut Schweiger

Research output: Contribution to journalArticle

Original languageEnglish
Pages (from-to)304-315
JournalGeotechnik
Issue number4
Publication statusPublished - 2015

Fields of Expertise

  • Sonstiges

Treatment code (Nähere Zuordnung)

  • Theoretical

Cite this