I'm simulating a simple field loading, rigid (1.1*1.1*0.8 m3) footing on Clay (Bothkennar site) and am trying to figure the best soil model for the site via simulating the test, load was applied up to max BC 140 kpa that resulted in 0.2 m settlement. I tried many combinations and using stress control Vs stress control. Also varying soil models, MC worked quite well but HS model gave weaker trend and stiffness though many authors reported its suitability,
I need to check the model because i am so confused figuring what's wrong
There is a clear difference between numerical results and the case measurements. I advise you to recheck the adopted soil parameters and the model sensitivity parameters.
Mr.Fayrouz,
It is better verify soil parameters used to define all these model used in the simulation because results not matching closely with Jardine results except one i.e. PLAXIS - HS model some what nearer to Jardine results. So better verify material properties of the footing, soil, mesh density & size influence and also interface properties b/w soil and footing..ok all the best in your research..
- Badges
- Science topic
- Similar topics
- Biological Science
- Physiology
- Physiological Processes
- Stress