Strength Reduction Finite Element Analysis of Slope Safety Status in Different Conditions
Zhang Xue-jia
Abstract
Zhang Xue-jia
Abstract
Using ANSYS software,slope-dimensional modeling,safety and stability analysis was conducted on slope under difference condition by using two-dimensional finite element strength reduction.Using strength reduction,when the value is no longer FEM convergence,the slope is in critical condition at this time reduction factor(value) that as a safety factor of slope K.Security and stability coefficient under various conditions were calculated,and thus the stability of the slope was further analyzed.The results show that the results of the finite element strength reduction factor of safety obtained with the traditional limit equilibrium method obtained are approximately similar.
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Using ANSYS software,slope-dimensional modeling,safety and stability analysis was conducted on slope under difference condition by using two-dimensional finite element strength reduction.Using strength reduction,when the value is no longer FEM convergence,the slope is in critical condition at this time reduction factor(value) that as a safety factor of slope K.Security and stability coefficient under various conditions were calculated,and thus the stability of the slope was further analyzed.The results show that the results of the finite element strength reduction factor of safety obtained with the traditional limit equilibrium method obtained are approximately similar.
Key concepts: Strength reduction, Safety factor, Finite element method, Reduction (mathematics), Slope stability, Slope stability analysis, Stability (learning theory), Mathematics