Slope Stability Analysis under the Condition of Seepage
Yang Jin
Abstract
Yang Jin
Abstract
The stability of soil slope under seepage is calculated and analyzed by using finite element method based on the technique of shear strength reduction. When the condition of seepage or not is considered respectively, the critical failure state of slopes and corresponding safety coefficients can be determined by the numerical analysis and calculation. Besides, through analyzing and comparing the calculation results, it shows that seepage has a negative impact on slope stability.
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The stability of soil slope under seepage is calculated and analyzed by using finite element method based on the technique of shear strength reduction. When the condition of seepage or not is considered respectively, the critical failure state of slopes and corresponding safety coefficients can be determined by the numerical analysis and calculation. Besides, through analyzing and comparing the calculation results, it shows that seepage has a negative impact on slope stability.
Key concepts: Slope stability analysis, Strength reduction, Geotechnical engineering, Slope stability, Stability (learning theory), Shear strength (soil), Finite element method, Slope stability probability classification