Discussion
Started 1 April 2021
How to do STRENGHT REDUCTION METHOD analysis in ABAQUS for slope stability?
Hello everyone,
Since ABAQUS was a versatile software and being used in multiple engineering streams, it didn't have ability to find FACTOR OF SAFETY. So one needs to alter the material properties with a variable namely temperature. This way, for a single material, numerous values of cohesion and internal friction angle can be defined, each of which is associated with its corresponding value of temperature. Gradual reduction of strength parameters is sorted out in line with the temperature rise.
Does anyone know to do it ?
If so kindly guide me .
thank you
Aditya
Similar questions and discussions
Related Publications
Let $\sigma $ be a stability condition on the bounded derived category $D^b({\mathop{\mathrm {Coh}}\nolimits } W)$ of a Calabi–Yau threefold W and $\mathcal {M}$ a moduli stack parametrizing $\sigma $ -semistable objects of fixed topological type. We define generalized Donaldson–Thomas invariants which act as virtual counts of objects in $\mathcal...
The three-dimensional elasto-plastic shear strength reduction FEM is used to evaluate the stability of slopes reinforced with piles or anchors in a general elasto-plastic FEM frame, where the soil-reinforcement interaction is simulated with zero-thickness elasto-plastic interface elements. The numerical results are compared with those obtained by B...
Slope stability is one of the major concerns in the field of mining and civil engineering. There were numerous cases of slope failures being reported in a year all over the world, and the process of understanding the rocks or soil forming these slopes was still being a puzzle due to their dynamic anisotropic behaviour. This study mainly focuses on...