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2003•Unpublished venueRequires access

Study on behavior and deformation of supporting systems for pile-anchor

Deng Xiu

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Abstract

In deep foundation engineering,the reasons that the earth pressure value and distribution of the classical earth pressure theory which are quite different from the field measurement are analyzed.The model test and plane strain finite element are applied to the study of the behavior and deformation of supporting systems of pile?anchor.These two methods are feasibal because they can simulate the supporting and the excavation.The results of the test and numerical analysis are consistent.

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What this paper is about

In deep foundation engineering,the reasons that the earth pressure value and distribution of the classical earth pressure theory which are quite different from the field measurement are analyzed.The model test and plane strain finite element are applied to the study of the behavior and deformation of supporting systems of pile?anchor.These two methods are feasibal because they can simulate the supporting and the excavation.The results of the test and numerical analysis are consistent.

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Available abstract

In deep foundation engineering,the reasons that the earth pressure value and distribution of the classical earth pressure theory which are quite different from the field measurement are analyzed.The model test and plane strain finite element are applied to the study of the behavior and deformation of supporting systems of pile?anchor.These two methods are feasibal because they can simulate the supporting and the excavation.The results of the test and numerical analysis are consistent.

Key concepts: Pile, Deformation (meteorology), Foundation (evidence), Lateral earth pressure, Geotechnical engineering, Finite element method, Excavation, Field (mathematics)

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