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…
(For Deep Excavation) What is assumption between Waling & Sheet Pile Wall in Plaxis 3D?
Dear All,
What is the assumption for Waling & Sheet Pile Wall (retaining structure wall) 's relationship in Plaxis 3D?
Are they assumed totally rigid and fixed together?
Regards,
William
PLAXIS 2D Tutorial 09: Excavation and dewatering
Application
PLAXIS 2D
Version
PLAXIS 2D
Date created
20 May 2017
Date modified
27 Feb 2023
In this tutorial lowering the groundwater level and the flow around a sheetpile wall will be analysed. The geometry model…
2D FEM analysis compared with the in-situ deformation measurements
Application
PLAXIS 2D
Version
PLAXIS 2D
Original Author
Martin A. op de Kelder
Date created
02 November 2015
Date modified
24 October 2016
Small-strain stiffness is seen as a fundamental property that almost…