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  • Calculating equivalent plate properties for a foundation slab

    Hello All, I am trying to model a footing as a plate element in PLAXIS 2D. I have attached the figure I intend to work as follows. I have two queries regarding to model is in PLAXIS. My actual foundation depth is 1.5m and the footing slab…

  • PLAXIS LE doesn't start any module after model is picked or created.

    After the model is picked in a manager, the corresponding module doesn't start. I can check that the installation of program and dependencies went well. Is it an usual issue and is there a fix before I reinstall operating system. I can't really be…

  • How to embedded a shallow foundation in Plaxis 2d (e.g 0.5m)

    Hi Dears, I have tried many way to excavate or add a plate at a certain depth in plaxis to simulate the embedement depth, but none of them gave a reasonable answer. Is there any one can help of how to embedded a foting in Plaxis 2d? I could not…

  • Bearing Capacity of Shallow Foundation - Plaxis 2d

    Hi Dears, I am trying to do comparison between my hand calculation and Plaxis 2d. I face a problem in how to embedded a shallow foundation (i.e. circular footing) in soil. This is what I found everyone calculating it in Plaxis However, I want…

  • Displacement at selected calculation step

    Hi everyone, Thank you in advance for helping out. I understand that the incremental displacement by default is the displacement at the last step of the current calculation phase. My question is how to get the displacement value for each calculation…

  • To those who have used UDSM - Swell Model before, How do you determine the A0, Apl & Ael Parameters?? And also, how do you obtain/calculate parameters PARALLEL TO BENDING & NORMAL TO BENDING PLANE? In this case,  Et, Ep, vpt , vtt .... Any referen

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  • Lines overlap

    Hello, I am designing a cantilever soldier pile as shown in the image. The soldier pile has an embedded length of "D" in concrete and an exposed length of "H-D". The soldier pile has a given section of W 18x32. I know Plaxis does not has a provision…

  • Error 111

    Hello, I am attempting to model a plate subject to an upward imposed displacement in a soil mass with two soil layers (see figure below). I activated the plate, the displacement and both soil polygons and then started the calculation. This resulted…

  • Sekiguchi-Ohta viscid _Input parameter

    Hi there, I have a question on how to determine the coefficient of secondary compression and the intital volumetric strain rate as part of the input parameters of the Sekiguchi-Ohta viscid model. The Material Models Manual suggests using a secondary…

  • Plaxis 2D validation of circular footing using axisymmetric condition

    Greetings to the forum members. I conducted a model footing study using circular plate as a part of my research work. When I tried to validate it using PLAXIS 2D axisymmetric condition (Mohr coulomb material model), every point on the load vs settlement…
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