Optimize excavation calculation time for wall horizontal displacement criteria
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D CONNECT Edition V22 PLAXIS 3D CONNECT Edition V22
Date created
23 September 2022
Date modified
23 September 2022
Original author
Hung Ho Manh - Bentley Technical Support…
Considerations for modelling a thick slab as a plate
Application
PLAXIS 2D PLAXIS 3D
Version
CONNECT Edition
Date created
15 February 2022
Date modified
15 February 2022
Original author
Faseel Khan - Bentley Technical Support Group
In PLAXIS 2D or 3D, a thick…
How can I assign properties of Anchor Rod and Steel Sections (H-beam/C-channel) for along a cantilever sheet pile wall in PLAXIS 2D?
I used anchor to define 12mm tie rods at 3m and 6m depth along the sheet pile. For calculating EA, I considered E = 2E8 KN/m2 and A = 0.000113 m2. Therefore EA = 22600 KN/m3. Is it the right approach top assign tie road also I am getting more displacement…