Effect of Soil Creep on the Bearing Characteristics of Soil Slope Reinforced with CFRP and Anti-Slide Piles

In order to research the displacement characteristics and stability of a soil slope reinforced with carbon-fiber-reinforced plastic (CFRP) anti-slide piles, composition, aging deformation failure mode mass were analyzed. According Mohr–Coulomb strength criterion, new nonlinear, accelerated creep model was founded addition self-building M-C element. Furthermore, viscoplastic strain analytical formula an element obtained, tensile CFRP sheet also discovered under landslide thrust load. environmental conditions pile, arranged along load-bearing side pile control deformation. Combining calculation example, it is shown that horizontal slope’s composite structure decreases by approximately 40% reinforcement. for first two conditions, after one year, maximum decreased 50% increased 10%, respectively. Simultaneously, overall safety factor 31.3% without properties. On contrary, reduced, has tendency toward unstable failure. Moreover, there no through zone in slope. The bearing capacity are related method. can reduce costs construction difficulty piles complex environment surrounded effect.