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非饱和土中摩擦桩的竖向瞬态响应研究

孙箭林 刘圆圆 章敏

太原理工大学学报2025,Vol.56Issue(6):1190-1199,10.
太原理工大学学报2025,Vol.56Issue(6):1190-1199,10.DOI:10.16355/j.tyut.1007-9432.20230702

非饱和土中摩擦桩的竖向瞬态响应研究

Transient Response of Float Pile Under Vertical Impact Loading in Unsaturated Soil

孙箭林 1刘圆圆 2章敏3

作者信息

  • 1. 江西师范大学 基建管理处,江西 南昌
  • 2. 江西职业技术学院 城市管理与服务学院,江西 南昌
  • 3. 太原理工大学 土木工程学院,山西 太原
  • 折叠

摘要

Abstract

[Purposes]On the basis of the dynamic governing equation of three-dimensional po-rous media,the vertical transient response of float pile in unsaturated soil is analyzed with considering of the coupling effect of liquid and gas phases.[Methods]The vertical wave equation of transform do-main in unsaturated soil under cylindrical coordinate system was established by using Laplace trans-form and method of normalization.Then,the method of separation of variables and operator decompo-sition theory were used to solve the dynamic equation.Thus,the form of displacement solution of the Laplace transform domain in unsaturated soil was obtained.According to the boundary conditions of pile and soil,the dynamic equilibrium equation of pile was solved and the analytical solutions of verti-cal displacement and internal force of pile in transformation domain were obtained.[Results]The model is verified through the comparison with the single-phase models and saturated models by La-place inverse transformation of numerical calculation.Saturation and pile tip reaction coefficient on re-sponse of pile are investigated.The results show that:The saturation and pile tip reaction coefficient have certain influence on the pile displacement and internal force,and the larger saturation,a greater vertical displacement for the float pile.The lager pile tip reaction coefficient,the greater the pile dis-placement,and the later the peak displacement arrives.Besides,with the increase of pile-to-soil modulus ratio,the pile displacement decreases first and then increases along the pile depth.

关键词

非饱和土/竖向振动/摩擦桩/瞬态响应

Key words

unsaturated soil/vertical vibration/float pile/transient response

分类

建筑与水利

引用本文复制引用

孙箭林,刘圆圆,章敏..非饱和土中摩擦桩的竖向瞬态响应研究[J].太原理工大学学报,2025,56(6):1190-1199,10.

基金项目

江西省教育厅科技项目(No.GJJ2207305) (No.GJJ2207305)

河北省地震灾害防御与风险评价重点实验室开放基金资助项目(FZ213106) (FZ213106)

山西省基础研究基金面上项目(20210302123168) (20210302123168)

太原理工大学学报

OA北大核心

1007-9432

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