Stability Analysis on Anti-Slide Pile to Reinforce Slope Based on ABAQUS

Xiao Jie Gu; Tai Quan Zhou; Shi Long Lu

doi:10.4028/www.scientific.net/AMM.580-583.711

Paper Titles

Research on Negative Skin Friction on Pile by a Simple Model Experiment
p.693

Research on Stability of Foundation Pit Construction
p.697

Research on the Effect of One Debris Flow along Bailong River
p.701

Research on the Retention Capacity of Ruins Soil under Drying Condition
p.705

Stability Analysis on Anti-Slide Pile to Reinforce Slope Based on ABAQUS
p.711

Study on Optimization of Design Parameters for Composite Foundation with Cement-Fly Ash-Gravel Piles
p.715

Study on the Design Method of Different Thickness-Diameter Ratios for Composite Foundation with Rigid Long and Short Piles
p.723

Study on the Effects of the Rainwater Seepage on Slope Stability
p.729

Study on the Lateral Displacement of Super-Long Pile under a Asymmetrical Surcharge Load in Soft Clay
p.733

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Stability Analysis on Anti-Slide Pile to Reinforce...

Stability Analysis on Anti-Slide Pile to Reinforce Slope Based on ABAQUS

Abstract:

The research uses the method of three-dimensional finite element analysis combined with the actual project application to study the slope reinforced by anti-slide pile. The research analyses the influence of reinforcement that the anti-slide exert on the soil and shows the changes of the sliding surface properties by establishing the finite element numerical model. The conclusion can be made that the ABAQUS finite element method is visual and practical. The study is of great benefit to the actual engineering.