Hi, I am using the soft soil creep model to predict the settlement due to consolidation and creep for a foundation. I am wondering whether it's necessary to introduce an intermediate (dummy) phase with large time interval after the initial conditions…

Hi Is there any possibility to check well sinking analysis in plaxis??? How to incorporate the reduction of skin friction due to the projection in well curb and dredging action?????

Hi, is it possible to calculate a basically loss of stability as overturning, sliding and bearing failure of the foundation in Plaxis 3D?

Hi, I'm making a base for a lattice mast in Plaxis 3D. The foundation takes the loads from the mast at four points. What is the best way to make bending moments Mx, My, Mz at all points?

Hi, there. I want to ask a question regarding piled-raft modelling in PLAXIS 3D. Currently, I am modelling the raft as a volume and the piles as embedded beam. As in the theory stated by Poulos (1994), the load-settlement curve of the piled-raft foundation…

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…

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…

Hello everyone, My first question here in the forum! I'm modeling a set of foundations on weathered granite and I'm using the Hoek-Brown (HB) model. Everything in the material model works perfectly fine, however, three questions regarding the material…

Hello. I am new to PLAXIS 3d V21. I have been learning PLAXIS 3D V20 which seemed to be much simpler than the current V21. I wanted to design a shallow footing setting on the ground surface. I want to measure the bearing capacity of the ground and…

Hi, I'm attempting to use the Jointed rock model in plaxis2D as the foundation for modifications to an existing dam project. However, my initial condition is collapsing. There is no issue and I am able to conduct the entire stages when utilising other…

Hey, I am trying to calculate pullout capacity of a suction caisson for my thesis at the end of Aug. I am new at using Plaxis (less than a month) and I've found a tutorial on plaxis website. I have followed it through and got results. However, the…

#PREdesign #Firstdesign #not-final-design Hey, I'd like to back to give additional informations about my last question. As i have already said, i'm geologist, student in M2 geosciences for energy at Paris Cergy University. For my master thesis,…

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…

Dear All I have oedometer test data providing einit, Cc, Cs and also Multistage CIU triaxial data from which I have obtained c' phi'. I am utilising the hardening soil model for settlement estimates of foundation loading. My question is, do I need…

Hello, I'm modelling a spudcan (offshore foundation) penetration problem, using the updated mesh type calculation. I want to extract the soil displacement relative to a particular location (i.e. x=0.25D, 0.5D, 1D, etc..). What I'm obtaining right…

Hello everyone, I would like to ask what is the more effective way to model a continuous cylinder foundation which is increasing in diameter from the top to the bottom. As an example we want to set the diameter at the top equal to 10 m whereas at…

1- Is there a script for this video? 2- We define beams and columns through Beam in the structure section and then we can assign a concrete material to the beam. How we can enter the effect of reinforcement in the beam for our model? Because concrete…

I have a simulation performed by plaxis 2013 , which collapses and it does not converge properly. I would appreciate it if someone could give me an idea of the problem. This is a model of the wind turbine foundation where I’ve used the Mohr-Coloumb constitutive…