I'm working on plaxis 3d for a excavation and lateral support system in cement mixing treated reclamation ground. But the computed factor of safety suddenly drop after reaching its peak and then fall to close 0... any one have similar experience before for this problem?
Dear James,
If the the strength reduction factor SMsf firs reaches a peak value and then after a while suddenly drops below 1 (often all the way down to zero) then the previous step is usually correct and the problem is because of very high strain levels. During safety analysis very high deformations can occur leading to a quite high absolute inaccuracy while the relative accuracy still fulfills the 1% requirement. This high absolute inaccuracy may give large local peak stresses and cause the calculation to diverge, dropping the SMsf below 1. Quite often it comes with the error message "Accuracy not reached in last step", but not always.So this drop can be ignored when: - First a stable value of SMsf is reached before it suddenly drops. - The sudden drop occurs at very high levels of deformation (sometimes not even meters but kilometers) - Intermediate results (hence, before the drop) show a clear and sensible failure mechanismOften the problem is that users choose too many additional steps, and so deformations increase to very high levels causing the abovementioned problem. When a peak value of SMsf is reached after let's say 50 steps, there is no need to calculate 500 steps - it will actually most likely only lead to numerical problems. If the peak value is stable while displacement are rapidly increasing for another 20-30 steps it's usually clear failure was reached.With kind regards,
Dennis Waterman