• lateral displacement of slope reinforced by row of piles under dynamic load

    mahe p
    mahe p
    Hi, I am trying to evaluate the slope reinforced by a row of piles under dynamic conditions (earthquake data). I want to obtain maximum lateral displacement v/s dynamic time under lateral loading condition. So what should be the boundary condition of…
    • 7 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Is it possible to model open ended steel sigma "Σ" sections or PFC sections pile in Plaxis 3D

    Greg McNamara
    Greg McNamara
    Hi All, Is it possible to model open ended steel sigma "Σ" pile sections or PFC sections in Plaxis 3D?
    • Answered
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Piled raft foundation, load carried by piles

    Batuhan Çolak
    Batuhan Çolak
    Hi everyone, Is there a shortcut to see the total load carried by the piles in a piled raft foundation on Plaxis 3D? Thanks,
    • 9 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Modelling Bored Pile Wall in Plaxis 2D Ultimate

    Charlie Walsh
    Charlie Walsh
    Hi, I need to model a bored pile wall with shotcrete between the piles and a pile head cap in Plaxis 2D ultimate. Am I better to model this as an equivalent plate element using the effective stiffness per meter length or as an embedded beam row? Thank…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • lateral soil slippage at the sides of the pile

    Faisal Ahmed
    Faisal Ahmed
    Hello, Can anyone please help as how can I model " lateral soil slippage at the sides of the pile" using embedded beam in PLAXIS. Thank you, Faisal
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • floating windfarm anchor pile

    Rabah BELOUAD
    Rabah BELOUAD
    Hello, Please, i'm BELOUAD Rabah, student in M2 Geosciences of energy at Paris Cergy University. I'd like use Plaxis to design the anchor pile of floating windfarm for my master thesis but i didn't use it before, if someone could help me in this…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • PLAXIS 3D: Loads on Secant Pile Wall as Volume Elements

    Paulo Alves
    Paulo Alves
    Hi, I am having some issues in obtaining realistic loads on Volume Elements using the Centerline tool on PLAXIS 3D. I'm modelling a Concrete Secant Pile Wall with Steel profile in the stiffer piles. To simplify the model, I have modelled the piles…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
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