Long Term in Consolidation analysis
Hi hello, can you help me with this case?
I want to analyze the long-term session, but the output said this, can you help to solve this issue?
thanks
Materials overview in the Model explorer
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS CONNECT Edition Version 22
Date created
24 January 2022
Date modified
24 January 2022
Original author
Stefanos Papavasileiou - Bentley Technical Support Group
…
How to validate a material via the GUI and command line
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS CONNECT Edition V22
Date created
24 January 2022
Date modified
24 January 2022
Original author
Stefanos Papavasileiou - Bentley Technical Support Group
Introduction…
OC-Clay - PLAXIS UDSM
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
A Constitutive Model for Overconsolidated…
Creep-SCLAY1S - PLAXIS UDSM
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…
Swelling Rock Model - PLAXIS UDSM
Application
PLAXIS 2D
Version
PLAXIS 2D
Date created
10 February 2014
Date modified
10 February 2014
The Swelling Rock model is a user-defined model that can be used to simulate the time-dependent anisotropic swelling…
Anisotropic Clay Models: S-CLAY1 and S-CLAY1S - UDSM
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…
Sekiguchi-Ohta Model
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
02 May 2011
Date modified
02 May 2011
The Sekiguchi-Ohta model is a Cam-Clay type effective stress model for the behaviour of clay-type soils…
Soft Soil Model
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
02 May 2011
Date modified
02 May 2011
The Soft Soil model is a Cam-Clay type model especially meant for primary compression of near normally…