Study on Interaction between Mini-Pile and Slope under the Effect of Overloading

Jian Ping Sun; Li Lei Zou; Huan Wei Wei

doi:10.4028/www.scientific.net/AMM.90-93.12

Paper Titles

Method to Identify the Critical Slip Surface of Side Slope via the Deformation Field and Stress Field Calculated through Deformation Modulus Elastoplasticity Strength Reduction Method
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Study on Interaction between Mini-Pile and Slope under the Effect of Overloading
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Evolutionary Structural Topology Optimization for Cantilever Construction of Continuous Rigid-Frame Bridge
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Capacity Analysis of Anti-Slide Pile with Concrete Filled Steel Tubular
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Experimental Investigation into Multistage versus Conventional Triaxial Compression Tests for a C-Phi Soil
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Generation Mechanism of Coal Pillar Rock Burst
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Numerical Simulation of Transient Electromagnetic Response of Unfavorable Geological Body in Tunnel
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Dry and Wet Cycle Tri-Axial Test Research of Silt
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Study on Interaction between Mini-Pile and Slope...

Study on Interaction between Mini-Pile and Slope under the Effect of Overloading

Abstract:

Analysis interaction between mini piles and vertical slope under the action of overload, discusses the influence on mini pile and slope under different condition such as pile length,pile diameter and so on. The results showed that: (1)with the micro-pile length increases, bending moment of pile increase present a trend of increase, pile lateral displacement and the displacement of the slope decreases; (2)with the increase in diameter of micro-pile, bending moment increases, the lateral displacement of pile decreases, the slope of the displacement decreases; (3)with pre axial force of soil nails increase, bending moment of pile decreases, the lateral displacement of the pile decreases, the slope of the displacement decreases.