Hello, I'm trying to model an excavation in an axisymmetric 2D model. Water pressure was defined in a particular way at the initial phase where the bottom soil layer was set to dry and the layer just above it was set to "interpolate", resulting in a…

Hi, I tried to simulate triaxial test in PLAXIS 2D using simple axisymmetric model with Creep-SCLAY1S model. Specifically, I tried to mirror the one test that provided in "PLAXIS The Creep-SCLAY1S model 2018.pdf". However, when I use different strain…

I am trying to dewater inside 15m diameter shaft using axisymmetric model. 10 wells will set up along the bottom of slurry wall. Discharge volume for each well is 0.1m^3/s. So define well parameters with 10*q/(2pi*15m) in Plaxis 2D axisymmetric by following…

Hello, I am doing an axisymmetric 2D analysis using Plaxis's Flow Only option to calculate total discharge at the bottom of a 42 feet circular shaft. But Plaxis is giving me the following error: Errod Code: Ultimate state not reached in groundwater…

I am trying to model a grouted ground anchor using PLAXIS 2D as an axis-symmetric model. I am able to apply prescribed displacement and successfully find the resistance force. But now I need to apply tensile load to model the long term performance. But…

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…

Hello, I'm developing a geotechnical solution for circular excavation of 9.50m with 31.30m diameter. The solution consists of a non-tangent pile wall (D=600mm) being the void between the piles filled with a layer of shotcrete. A heading beam and three…