首页|桩墙组合锚碇受沉渣厚度影响的数值分析研究

桩墙组合锚碇受沉渣厚度影响的数值分析研究

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

bridge engineeringCangrong Xunjiang Bridgepile-wall composite anchoragesediment thicknessbearing performancenumerical simulationfinite element analysis

王大伟、黄展赫、付佰勇、木林隆

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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

土木工程防灾减灾全国重点实验室 上海市 200092

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

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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

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
年,卷(期):2024.69(12)