2010Journal of Heilongjiang Hydraulic EngineeringRequires access

Application of Computational Method of Pile Settlement in a Project

Min Deng

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Abstract

Based on the interaction mechanism of pile and soil,and the relationship between the total settlement、pile deformation and the settlement of pile bottom,the paper introduces a method which is used to calculate the pile deformation and pile bottom settlement.The advantage is any pile deformation and pile end settlement under arbitrary load can be calculated.Compare and analyze the data obtained from the method and actual engineering data,it is proved that the result's deviation of the method is smaller,the calculation results are available in the project.

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What this paper is about

Based on the interaction mechanism of pile and soil,and the relationship between the total settlement、pile deformation and the settlement of pile bottom,the paper introduces a method which is used to calculate the pile deformation and pile bottom settlement.The advantage is any pile deformation and pile end settlement under arbitrary load can be calculated.Compare and analyze the data obtained from the method and actual engineering data,it is proved that the result's deviation of the method is smaller,the calculation results are available in the project.

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Available abstract

Based on the interaction mechanism of pile and soil,and the relationship between the total settlement、pile deformation and the settlement of pile bottom,the paper introduces a method which is used to calculate the pile deformation and pile bottom settlement.The advantage is any pile deformation and pile end settlement under arbitrary load can be calculated.Compare and analyze the data obtained from the method and actual engineering data,it is proved that the result's deviation of the method is smaller,the calculation results are available in the project.

Key concepts: Pile, Settlement (finance), Geotechnical engineering, Deformation (meteorology), Geology, Structural engineering, Engineering, Computer science

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