Study on Calculation Method of Reinforced Embankment Bearing Capacity Based on Landslide Equilibrium Method

Wen Xian Liu

doi:10.4028/www.scientific.net/AMR.671-674.1240

Paper Titles

Numerical Simulation Study on Self-Settlement Process of High Embankment
p.1221

Optimization Design and Research on Gradation of ATB-25
p.1225

Research on Solidified Mechanism of Compound Consolidated Soil
p.1231

Study on Anti-Cracking of Mortar and Concrete Pavement in Dry Areas of North China
p.1235

Study on Calculation Method of Reinforced Embankment Bearing Capacity Based on Landslide Equilibrium Method
p.1240

Study on Roadbed Soil Dynamic Resilient Modulus Test
p.1245

Study on the False Joint’s Layout Mode of Unit Double-Block Ballastless Track Bearing Layer
p.1254

Study on the Prediction Method of Track Maintenance Cycle Based on Track Quality State
p.1259

Test Analysis of Vibration Characteristics on CRTS II Slab Ballastless Track Subgrade of the Beijing-Tianjin Intercity High-Speed Railway
p.1263

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Study on Calculation Method of Reinforced...

Study on Calculation Method of Reinforced Embankment Bearing Capacity Based on Landslide Equilibrium Method

Abstract:

Foundation treatment is necessary when the construction is built on soft ground; Reinforcing is superior to many other methods when embankment is built on soft ground. This paper adopts slide block balance analysis of the composite foundation bearing capacity consisting of the horizontal reinforced and discrete material pile, while considering the level friction resistance from the reinforcement and ground on the foundation bearing capacity influence. and it is applied to practical engineering. The results show that the method is feasible.