Stability Analysis on High Slope Based on Strength Reduction Method

Bao Jin Ge; Lian Jun Wang; Dan Feng Li; Yi Li

doi:10.4028/www.scientific.net/AMM.505-506.234

Paper Titles

Research on Designing Optimum Asphalt Aggregate Ratio of Asphalt Mixture by Direct Shear Method
p.215

Influence of Moisture Content to the Freeze-Thaw Performance of Roadbed in High-Cold Areas
p.219

The Treatment Technology of Banbidian Goaf in Qinhuangdao
p.223

Research on the Performance of Asphalt Mixtures of Polymer Fibers
p.228

Stability Analysis on High Slope Based on Strength Reduction Method
p.234

Viscoelastic Properties Research of Sisal Fibre Asphalt Concrete
p.239

Analysis on Mechanical Response for Asphalt Pavement Based on Thickness Variation for Transition Layer of Graded Crushed Rock
p.244

The Effect of Asphalt and Aggregate Gradation on the Low-Temperature Performance of Asphalt Mixtures for Intermediate and Underlying Course
p.251

Influence of SBS Dosage on the Performance of Modified Asphalt
p.255

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 505-506Stability Analysis on High Slope Based on Strength...

Stability Analysis on High Slope Based on Strength Reduction Method

Abstract:

The stability analysis and evaluation on high slope is of great significance. The stability analysis on the slope of ZHANG-ZHUO highway is carried on in this paper by using the strength reduction method and ABAQUS software. According to the stress and plastic deformation calculated by ABAQUS software, the paper gives evaluations for the stability of slope. It turns out that safety factor of the slope is greater than three; the stability of the slope is well.