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Finite Element Simulation and Comparative Analysis of Supporting Structure and Surrounding Soil Deformation of a Deep Foundation Pit

Zhicheng Zhang

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Abstract

In this paper,it is using Nanjing large-scale excavation pit as an example.Through simulated by the Finite Element software Plaxis,it is acquired the deformation characteristic of excavation in sheet-pile supporting mode.This paper compared the simulation results of structure deformation and surface settlement with the measured value.The article is meaningful to the similar engineering design and construction of information.

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What this paper is about

In this paper,it is using Nanjing large-scale excavation pit as an example.Through simulated by the Finite Element software Plaxis,it is acquired the deformation characteristic of excavation in sheet-pile supporting mode.This paper compared the simulation results of structure deformation and surface settlement with the measured value.The article is meaningful to the similar engineering design and construction of information.

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Available abstract

In this paper,it is using Nanjing large-scale excavation pit as an example.Through simulated by the Finite Element software Plaxis,it is acquired the deformation characteristic of excavation in sheet-pile supporting mode.This paper compared the simulation results of structure deformation and surface settlement with the measured value.The article is meaningful to the similar engineering design and construction of information.

Key concepts: Excavation, Finite element method, Foundation (evidence), Deformation (meteorology), Geotechnical engineering, Pile, Settlement (finance), Engineering

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Finite Element Simulation and Comparative Analysis of Supporting Structure and Surrounding Soil Deformation of a Deep Foundation Pit — Research Paper | ScholarLens