公路2024,Vol.69Issue(12) :9-15.

桩墙组合锚碇受沉渣厚度影响的数值分析研究

Numerical Analysis and Research on the Impact of Sediment Thickness on Pile-Wall Composite Anchorage

王大伟 黄展赫 付佰勇 木林隆
公路2024,Vol.69Issue(12) :9-15.

桩墙组合锚碇受沉渣厚度影响的数值分析研究

Numerical Analysis and Research on the Impact of Sediment Thickness on Pile-Wall Composite Anchorage

王大伟 1黄展赫 2付佰勇 3木林隆2
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作者信息

  • 1. 广西交通投资集团有限公司 南宁市 528400;同济大学地下建筑与工程系 上海市 200092
  • 2. 同济大学地下建筑与工程系 上海市 200092;土木工程防灾减灾全国重点实验室 上海市 200092
  • 3. 中交公路长大桥建设国家工程研究中心有限公司 北京市 100088
  • 折叠

摘要

沉渣效应是施工过程中泥浆、细粒土等沉积在基础底部,导致基础承载力下降和沉降量增加的重要因素.采用 PLAXIS 3D有限元软件对苍容浔江特大桥桩墙组合锚碇进行数值模拟,分析不同沉渣厚度(0 cm、5 cm、10 cm、20 cm)对桩墙组合锚碇的内力和变形特性的影响.结果表明,随着沉渣厚度增加,桩墙组合锚碇的轴向力显著降低,剪力和弯矩显著增加,整体变形量增大.这表明沉渣厚度对桩墙组合锚碇的承载性能具有显著影响,需在工程设计和施工中充分考虑.研究结果为相关工程的设计和优化提供了重要参考.

Abstract

Sediment effect refers to the accumulation of slurry,fine-grained soil,and other materials at the foundation base during construction,leading to a decrease in foundation bearing capacity and an increase in settlement.In the paper,PLAXIS 3D finite element software is used to numerically simulate the pile-wall composite anchorage foundation of the Cangrong Xunjiang Bridge,the impact of different sediment thicknesses(0 cm,5 cm,10 cm,20 cm)on the internal force and deformation characteristics of the pile-wall composite anchor foundation are analyzed.The results show that as sediment thickness increases,the axial force of the pile-wall composite anchorage foundation significantly decreases,while shear force and bending moment significantly increase,and overall deformation increases.This indicates that sediment thickness has a significant impact on the bearing performance of the pile-wall composite anchorage foundation,which should be fully considered in design and construction.The research results provide an important reference for the design and optimization of related engineering projects.

关键词

桥梁工程/苍容浔江特大桥/桩墙组合锚碇/沉渣厚度/承载性能/数值模拟/有限元分析

Key words

bridge engineering/Cangrong Xunjiang Bridge/pile-wall composite anchorage/sediment thickness/bearing performance/numerical simulation/finite element analysis

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出版年

2024
公路
中国交通建设集团有限公司

公路

CSTPCD北大核心
影响因子:0.54
ISSN:0451-0712
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