Boundary conditions in the case of a pseudo static analysis
Hi, I am doing pseudo static analysis in earth dam to calculate the yield acceleration for different geometry and property configurations. I have questions about the boundary conditions to calculate this value, because my ky_crit change depending if my…
Validation of computational liquefaction for tailings: Tar Island slump
Application
PLAXIS 2D
Version
PLAXIS 2D CONNECT Edition V21
Original Title
Validation of computational liquefaction for tailings: Tar Island slump
Original Author
D. Shuttle, F. Marinelli, S. Brasile, M. Jefferies
Publication…
Westergaard's added mass for hydrodynamic pressures: a simple case
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 attached document describes the…
PLAXIS 2D Tutorial 13: Stability of dam under rapid drawdown
Application
PLAXIS 2D
Version
PLAXIS 2D
Date created
20 May 2017
Date modified
27 Feb 2023
This example concerns the stability of a reservoir dam under conditions of drawdown. Fast reduction of the reservoir level…
Free vibration analysis of a dam
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
04 January 2013
Date modified
04 January 2013
This document describes an example that has been used to verify the natural frequency of vibration…
Unconfined flow through an earth dam
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
16 January 2013
Date modified
16 January 2013
This document verifies that groundwater flow principles are correctly implemented in PLAXIS. For…
Triangular earth dam
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
15 January 2013
Date modified
15 January 2013
This document describes an example that has been used to verify the groundwater flow capabilities…