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考虑桩端持力层效应的能源桩受力变形特性研究

方金城 冯世进 赵勇

岩土工程学报2024,Vol.46Issue(10):2069-2077,9.
岩土工程学报2024,Vol.46Issue(10):2069-2077,9.DOI:10.11779/CJGE20230710

考虑桩端持力层效应的能源桩受力变形特性研究

Investigations on thermomechanical behavior of energy piles considering bearing stratum effects at pile end

方金城 1冯世进 2赵勇1

作者信息

  • 1. 同济大学土木工程学院地下建筑与工程系,上海 200092
  • 2. 同济大学土木工程学院地下建筑与工程系,上海 200092||同济大学岩土及地下工程教育部重点实验室,上海 200092
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摘要

Abstract

As a new type of energy-saving technology,the energy piles have received increasing attention due to their dual functions of load bearing and heat transferring.The application of thermal loads poses new challenges for the design and serviceability performance of the energy piles.However,in the existing theoretical studies,the stress-deformation characteristics of the energy piles subjected to the combined thermomechanical loading under different bearing conditions have not been fully revealed.In this study,an analytical model for the energy piles under different bearing conditions is established based on the framework of the elastic analysis theory,taking into account the effects of the end-bearing layer.The model is validated against the field test data.This study focuses on analyzing the effects of geotechnical conditions and geometrical parameters of the piles on the load transfer and displacement behavior of the energy piles.The results show that the thermally induced axial loads increase with the stiffness of the bearing layer.Compared to the floating-bearing piles,temperature variations will cause greater thermal stress in the piles bearing on stiff soil strata.The stiffnesses of the end-bearing layer,surrounding soil and pile head are the critical factors affecting the magnitude and distribution of the thermally induced stress and displacement.The normalized calculated results obtained from the analytical model can be used to estimate the thermally induced stress and displacement of the energy piles in practice and provide a reference for the design and calculation of the energy piles under different bearing conditions.

关键词

能源桩/能源地下结构工程/承载性状/弹性分析/热力耦合

Key words

energy piles/energy geostructure/bearing behavior/elastic analysis/thermomechanical coupling

分类

建筑与水利

引用本文复制引用

方金城,冯世进,赵勇..考虑桩端持力层效应的能源桩受力变形特性研究[J].岩土工程学报,2024,46(10):2069-2077,9.

基金项目

上海市科技创新行动计划项目(22dz1207000) (22dz1207000)

上海市教育委员会科研创新计划项目(2023ZKZD25) (2023ZKZD25)

上海市科技创新行动计划扬帆计划项目(23YF1449000) (23YF1449000)

土木工程Ⅰ 类高峰学科建设经费资助项目 ()

岩土工程学报

OA北大核心CSTPCD

1000-4548

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