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Optimize excavation calculation time for wall horizontal displacement criteria

Stefanos Papavasileiou

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…
- over 1 year ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
Considerations for modelling a thick slab as a plate

Faseel Khan

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…
- 6 months ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
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?

Samiul Islam

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…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum