interaction pile-soils seabed
| Newsgroups | gmane.comp.mathematics.abaqus.user |
|---|---|
| Message-ID | <[email protected]> |
dear all , i'a new in abaqus i would like to modelised soil seabed ( clay) with abaqus i have some difficults , someone could help me please my question is : 1) the value of bearing capacity we obtain in theoretically , is the effective stress (underground) in abaqus or is possible to calculate with F=am (acceleration and mass) 2) how to defined the porosity of soil ( to implemente this porosity with water ) 3) how to input the value of shear strength (clay)in abaqus ? is cohesion yield stress 4) the load of pile ( bearing capacity of pile ) start when i lauch the pile with a inizial velocity or so when the pile touch the ground (seabed) 5) how to find the resistance of soil in abaqus ? best regards