Capacity Analysis of Anti-Slide Pile with Concrete Filled Steel Tubular

Xiao Hu; Yong Tao Gao

doi:10.4028/www.scientific.net/AMM.90-93.23

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. 90-93Capacity Analysis of Anti-Slide Pile with Concrete...

Capacity Analysis of Anti-Slide Pile with Concrete Filled Steel Tubular

Abstract:

Abstract. As the concrete filled steel tubular has a higher loading capacity, smaller section, stronger rigidity, better deformation and capacity of absorbing energy, besides of its easier construction without formworks, it has a perfect perspective of landslide treatment engineering, while served for anti-slide pile. This paper introduced concrete filled steel tubular briefly, focused on computing formulas of loading capacity and rigidity, and provides references to design of in landslide treatment.