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dam
PLAXIS 2D
added mass
Boundary
Brumadinho
dynamic
dynamics
embankment
Flow
free vibration
Generalized Westergaard
Geotechnical Analysis
Groundwater
Groundwater flow
groundwaterflow
Ky
liquefaction
Muskat
natural frequency
plaxflow
PLAXIS
PLAXIS 3D
pseudostatic
pseudo-static analysis
reservoir
unconfined
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Boundary conditions in the case of a pseudo static analysis
Xaviera Valenzuela
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…
6 months ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Validation of computational liquefaction for tailings: Tar Island slump
Micha van der Sloot
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…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Westergaard's added mass for hydrodynamic pressures: a simple case
Micha van der Sloot
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…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
PLAXIS 2D Tutorial 13: Stability of dam under rapid drawdown
Felipe Fonseca
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…
8 months ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Free vibration analysis of a dam
Micha van der Sloot
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…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Dam with vertical faces (Muskat problem) with unconfined groundwater flow
Micha van der Sloot
Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 18 January 2013 Date modified 18 January 2013 This document describes an example that has been used to verify the groundwater flow capabilities…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Unconfined flow through an earth dam
Micha van der Sloot
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…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Triangular earth dam
Micha van der Sloot
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…
over 3 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki