Abstract
A general microplane model for triaxial behavior of soils is presented. The microplane strains are assumed to be the resolved components of the macroscopic strain tensor, and the response of the microplane is assumed to depend on the volumetric strain. -from Authors
| Original language | English (US) |
|---|---|
| Pages (from-to) | 139-146 |
| Number of pages | 8 |
| Journal | Unknown Journal |
| State | Published - 1989 |
ASJC Scopus subject areas
- Environmental Science(all)
- Earth and Planetary Sciences(all)