Hasan Emre Demirci

3 Questions 15 Answers 0 Followers

Questions related from Hasan Emre Demirci

How to define passive resistance (Kp) in Plaxis 2D?

Dear all, I am modelling a secant pile wall in Plaxis 2D. Pile length is 24m and embedment depth is 7m. I am modelling a staged construction. I have a strut at the top (nearly 1 m below the...

12 December 2017 1,900 3 View

The plasticity/creep/connector friction algorithm did not converge (ABAQUS)?

I am modelling an axial pull-out test for buried pipeline by using ABAQUS. I modeled pipeline as a shell element and soil as a solid element. I used Mohr-Coulomb plasticity to model the soil....

05 May 2017 3,297 8 View

Negative eigenvalues error in ABAQUS?

Dear all, I modeled a pipeline crossing strike slip fault. I used clay soil with 50 kPa cohesion and 0 friction angle (Mohr-Coulomb). My model worked properly without any issues. But when I used...

05 May 2017 1,578 11 View