Application
PLAXIS 3D
Version
3DTunnel
Original Author
T. den Boogert, P. van Duijnen, S. van Eekelen
Date created
18 June 2012
Date modified
04 October 2019
Piled embankments with geosynthetic reinforcement…
Application
PLAXIS 3D
Version
3DFoundation
Original Author
V. M. Thumann
Date created
15 November 2011
Date modified
24 October 2016
In Rotterdam, the Netherlands, the new RandstadRail underground line…
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Original Author
P.H.A.J.M van Gelder, T.M. Thub, P.Q. Tu
Date created
25 June 2013
Date modified
24 October 2016
The Red River delta is located…
Application
PLAXIS 2D PLAXIS 3D
Version
3DTunnel PLAXIS 2D
Original Author
E. Oskam
Date created
18 June 2012
Date modified
24 October 2016
In recent years, there is a growing interest in the use of piled…
Application
PLAXIS 3D
Version
PLAXIS 3D CONNECT Edition V20
Date created
25 October 2018
Date modified
2 February 2021
General
This following demonstration video intends to illustrate the use of movement functions…
Application
PLAXIS 3D
Version
PLAXIS 3D 2010.01
Date created
09 May 2011
Date modified
09 May 2011
To create more complex soil layers, we can use tools of the Structures mode complementary to the Create borehole…
Application
PLAXIS 3D
Version
PLAXIS 3D
Date created
04 Oct 2018
Date modified
27 Feb 2023
The construction of an embankment on soft soil with a high groundwater level leads to an increase in pore pressure. As a…
Application
PLAXIS 2D
Version
PLAXIS 2D
Date created
20 May 2017
Date modified
27 Feb 2023
In this chapter, the flow through an embankment will be considered in the Flow mode. The crest of the embankment has a width…
Application
PLAXIS 2D
Version
PLAXIS 2D
Date created
20 May 2017
Date modified
27 Feb 2023
The construction of an embankment on soft soil with a high groundwater level leads to an increase in pore pressure. As a…
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…
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Original Author
P.A. Vermeer, H. F. Schweiger, M. Karstunen, M. Cudny
Date created
27 October 2011
Date modified
24 October 2016
The results of…
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Date created
07 November 2012
Date modified
07 November 2012
This document describes an example that is used to verify the ultimate limit state capabilities…
Application
PLAXIS 3D
Version
PLAXIS 3D
Original Author
M. Shahraki, M.R.S. Sadaghiani, K.J. Witt, T. Meier
Date created
01 October 2014
Date modified
24 October 2016
Increasing traffic intensity and train…
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D PLAXIS 3D
Original Author
T.C. van der Peet, P. G. van Duijnen, S.J.M. van Eekelen
Date created
01 October 2014
Date modified
24 October 2016
Infrastructural…
Application
PLAXIS 3D
Version
PLAXIS 3D
Original Author
T. Meier, S. Rosner, T. Sembdner, P. von Wolffersdorff
Date created
11 June 2014
Date modified
12 July 2018
The Scherkondetal Bridge in Eastern Germany…
We posted the recording of our September SIG on Better geometry with the new PLAXIS 3D CONNECT Edition V20 on the Bentley LEARN server in the Geotechnical Learning Path: https://learn.bentley.com/app/Public/ViewLearningPathDetails?lpId=113626
We will…
Hello,
After Creating Template when i run the Roadway Designer, getting too many feature lines and want to show the Ditch / Fill (Intersect with Surface) above surface as Toe Line.
My Template has 2 Conditions and Components
Have 2 Conditions…
I am using a template with top of bank (fill) 8.87m wide, i needed 10m wide so amended it but after running it still shows a 8.87m wide, can any one plz have a look at this template and advise plz( its named as single track in attached itl file)