Bentley Communities
Site
Search
User
Site
Search
User
Welcome
Products
Support
About
More
Cancel
Product Communities
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Sign In
Description
For questions and discussions about GeoStudio and PLAXIS
Threads
3320 Discussions
RSS
More
Cancel
By title
By last reply date
By thread date
By reply count
By view count
By most asked
By votes
By quality
Descending
Ascending
All recent questions and discussions
Unanswered questions and discussions
Answered questions and discussions
Questions with suggested answers
Questions and discussions with no replies
Not Answered
Sigma/W - Staged / multiple analyses with varying reservoir level and hydrostatic pressure in same model
0
0
views
0
replies
Started
a few seconds ago
by
João Luís
Suggested Answer
What could be the reason for getting straight lines in the Stress Path instead of loops?
0
20
views
1
reply
Latest
1 hour ago
by
Dennis Waterman
Suggested Answer
how to view Active pore pressures active with Equivalent force
0
19
views
1
reply
Latest
2 hours ago
by
Dennis Waterman
Suggested Answer
How can I extract "Total discharge" from a cross section via Python?
0
696
views
3
replies
Latest
8 hours ago
by
Matthew Brown
Not Answered
PLAXIS 3D monopile designer
0
21
views
0
replies
Started
12 hours ago
by
Kamran Iqbal
Suggested Answer
Stress relaxation due to creep in concrete structures
0
112
views
3
replies
Latest
1 day ago
by
Faseel Khan
Not Answered
How to model the connection between pile cap and piles - Shear Stress and Horizontal Force
0
24
views
0
replies
Started
1 day ago
by
PlaxisUser1
Suggested Answer
Norsand model In PLAXIS 2D
+1
1090
views
2
replies
Latest
1 day ago
by
Neethu Valsaraj
Not Answered
Error when intercepting surfaces with complex geology in plaxis 3D
0
22
views
0
replies
Started
1 day ago
by
JAVIER PALOMARES ALONSO
Suggested Answer
How to use User Defined Fluid Material?
0
205
views
8
replies
Latest
2 days ago
by
onur boyraz
Suggested Answer
How to model a Disconnected pile raft
0
111
views
2
replies
Latest
2 days ago
by
shilpa sam
Suggested Answer
Plaxis 3D - trench excavation and dewatering of sloping ground
0
99
views
2
replies
Latest
2 days ago
by
Emre ALEMDAR
Suggested Answer
help
0
55
views
1
reply
Latest
3 days ago
by
Faseel Khan
Suggested Answer
MSE with steel strips PLAXIS 2D
0
143
views
5
replies
Latest
3 days ago
by
Dennis Waterman
Suggested Answer
Odd deformation in Plaxis 2D
0
106
views
2
replies
Latest
3 days ago
by
Nam Nguyen Duc
Suggested Answer
Contraction in Tunneling for Varied Tunnel Shapes
0
61
views
1
reply
Latest
3 days ago
by
Stefanos Papavasileiou
Suggested Answer
Accelerations seem to be too high in the soil body
0
63
views
1
reply
Latest
3 days ago
by
Dennis Waterman
Suggested Answer
what criteria should be considered when drawing global water level?
0
70
views
1
reply
Latest
3 days ago
by
Stefanos Papavasileiou
Answered
Plaxis 2D Rayleigh Damping Usage with HS Small Model
+1
392
views
3
replies
Latest
3 days ago
by
Dennis Waterman
Suggested Answer
Plaxis 3D bending moment
+1
556
views
4
replies
Latest
3 days ago
by
Emre ALEMDAR
Answered
Error in getting results of soiltest in python scripting
0
1144
views
5
replies
Latest
3 days ago
by
Paul José Pinedo Vilcahuamán
Suggested Answer
Plaxis LE - Questions on Coupling of Groundwater and Slope Stability
0
105
views
2
replies
Latest
5 days ago
by
Chwen-Huan Wang
Suggested Answer
Plaxis LE - Relative Minimum/Maximum in Random Variables
0
95
views
2
replies
Latest
5 days ago
by
Chwen-Huan Wang
Suggested Answer
Fully coupled flow deformation analysis
0
298
views
8
replies
Latest
6 days ago
by
Dennis Waterman
Suggested Answer
f2 value of Rayleigh Damping for 3D time history analysis
0
77
views
1
reply
Latest
6 days ago
by
Dennis Waterman
Suggested Answer
How to calculate the INPUT values for axial skin resistance and base resistance of pile while modelling it as Embedded beam ?
0
137
views
5
replies
Latest
6 days ago
by
Dennis Waterman
Suggested Answer
Beam_Volume Element Interaction
0
106
views
2
replies
Latest
6 days ago
by
Dennis Waterman
Suggested Answer
High excess pore pressure at particular nodes during TBM excavation analysis in Plaxis 3D
0
99
views
2
replies
Latest
6 days ago
by
Takaya Higuchi
Suggested Answer
Small size finite element mesh
0
153
views
2
replies
Latest
6 days ago
by
Ahmed Saddy
Suggested Answer
Related to plaxis 3d minimum mesh size
0
649
views
4
replies
Latest
6 days ago
by
Mika Sebastian
>