Study on Mechanical Model of Pile Under the Horizontal Axial Load Effect

Hong Xia Yang

doi:10.4028/www.scientific.net/AMM.90-93.213

Paper Titles

Analysis of Dynamic Responses of Bridge-Subgrade Transition of High-Speed Railway
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Dynamic Simulation of Underground Excavation and Support Based on Three-Dimensional Finite Element Method
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Experiment Study on the Durability of Geotechnical Prestressed Anchorage Structure under Cyclic Loading
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Development of Model Test System for Grouting Simulation in Flowing Water and Study of the Diffusion Form of Anti-Dispersion Grout
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Study on Mechanical Model of Pile Under the Horizontal Axial Load Effect
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Evaluation on Features of Soft Foundation Engineering and Bearing Layer of Pile in Jiaxing City
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Settlement and Deformation Laws of High Loess-Filled Embankment Based on Centrifugal Model Test
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Experimental Study on Shear Mechanical Characteristics of Cohesionless Granular Material
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A New Estimation Method for Penetration Depth of Displacement Pile Based on a New Type Cone Penetration Test
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Study on Mechanical Model of Pile Under the...

Study on Mechanical Model of Pile Under the Horizontal Axial Load Effect

Abstract:

According to the operating characteristics of pile which under the horizontal axial load effect,a mechanical model of pile and its surrounding soil interaction with pile shaft under horizontal axial load within elastic semi-infinite foundation was established.Based on the theory of elastic mechanics,mechanics of materials,soil mechanics,etc,solutions to undetermined parameters of mechanical models are deduced.The model in this paper has solid theoretical basis,few parameters,simple determine,and can reflect distributed rule of lateral soil resistance.Through the comparison of static loab test data of the pile foundation and the theoretical calculate value in some project,we know that the actual value and the theoretical calculate value were quite close,this have verified the correctness of the model.The calculation model has certain reference value to determine the horizontal axis bearing capacity of single pile.