Bentley Communities

3D anisotropic plate - Diferent ratios for EI1/EI2 and EA1/EA2

Francisco Santos Marques

Hello PLAXIS team I am interested to model a diaphragm wall in each both EI1 and EA1 ( vertical) are still 100% of the isotropic case, but EA2 and EI2 are reduced to 20% and 1% respectively. This is based on the Geotechnique paper ( ZDRAVKOVIC et al…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
Masonry - PLAXIS UDSM

Felipe Fonseca

Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D CONNECT Edition V20 Update 1 PLAXIS 3D CONNECT Edition V20 Update 1 Date created 7 January 2020 Date modified 7 January 2020 The masonry model (Amorosi et al., 2015;…
- over 1 year ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Creep-SCLAY1S - PLAXIS UDSM

Felipe Fonseca

Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 22 August 2018 Date modified 21 September 2020 The Creep-SCLAY1S model is capable of simulating the anisotropic and rate-dependent behaviour…
- over 1 year ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Circular tunnel driven in elastic cross anisotropic rocks

Micha van der Sloot

Application PLAXIS 2D Version PLAXIS 2D Date created 26 February 2016 Date modified 26 February 2016 This movie shows how to set-up the model used in the validation document linked below. The validation concerns…
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Anisotropic Clay Models: S-CLAY1 and S-CLAY1S - UDSM

Felipe Fonseca

Application PLAXIS 2D Version PLAXIS 2D Date created 02 May 2011 Date modified 02 May 2011 S-CLAY1S is an elasto-plastic model that account for initial and plastic strain induced anisotropy via a rotational hardening…
- over 1 year ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki

3D anisotropic plate - Diferent ratios for EI1/EI2 and EA1/EA2

Masonry - PLAXIS UDSM

Creep-SCLAY1S - PLAXIS UDSM

Circular tunnel driven in elastic cross anisotropic rocks

Anisotropic Clay Models: S-CLAY1 and S-CLAY1S - UDSM