Non-Probabilistic Reliability and Slope Stability Analysis

Huan Sheng Mu

doi:10.4028/www.scientific.net/AMM.578-579.1538

Paper Titles

Influence of Splitting Load and Polypropylene Fiber on Permeability of Chloride Ion in Concrete
p.1504

Analysis of the Implied Reliability Index and Load and Resistance Coefficients for China’s Current Highway Bridge Load-Carrying Capacity Evaluation Code
p.1512

Experimental Study and Analysis of the Structural Behavior of Steel-Concrete Composite Beam after Shear Connector Corrosion
p.1522

Modelling Pore Structure of Cement Based Material According to Continuous Network System
p.1531

Non-Probabilistic Reliability and Slope Stability Analysis
p.1538

Reliability Assessment for the Balanced Cantilever Construction Phases of Super Long-Span Cable-Stayed Bridges with Steel Box Girder
p.1542

Seismic Fragility Analysis of Hill Buildings Sited on Slopes
p.1551

Study on Mechanical Properties of Corroded Reinforced Concrete Using Support Vector Machines
p.1556

The Method Research for Appraisal of Reliability of Existing Lightweight Steel Structures
p.1562

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Non-Probabilistic Reliability and Slope Stability...

Non-Probabilistic Reliability and Slope Stability Analysis

Abstract:

In the present paper, a non-probabilistic reliability method is proposed for slope stability analysis. Soil properties involved in non-probabilistic reliability analysis are viewed as random variables and represented by interval variables. The performance function for slope stability analysis is expressed as the difference between anti-sliding moment and driving moment. The non-probabilistic reliability index is defined as the ratio of the mean value of performance function to deviate. Three examples have illustrated the simplicity and applicability of the method. This method provides a new means for slope stability analysis.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

1538-1541

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.1538

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Online since:

July 2014

Authors:

Huan Sheng Mu

Keywords:

High-Grade Highway, Non-Probabilistic Reliability, Soil Structure

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