西南交通大学学报2026，Vol.61Issue(1)：11-20,40,11.DOI:10.3969/j.issn.0258-2724.20230692
飞机滑行荷载对跑道桩网复合地基影响的数值分析
Numerical Analysis of Influence of Aircraft Taxiing Load on Pile-Net Composite Foundation in Runway
摘要
Abstract
The pile-net composite foundation can effectively reduce the post-construction settlement in road engineering,and has often been used for ground improvement for runway and apron systems in the airfield of coastal airports in China recently.However,the available research on the pile-net composite foundation is mostly focused on the bearing characteristics before construction,lacking research to quantitatively evaluate the influence of aircraft taxiing loads on the bearing characteristics of the pile-net composite foundation in the runway.Therefore,the parameters such as the thickness of the fill layer,the spacing between piles,and the type of aircraft were changed.In addition,based on the dynamic load influence coefficient,the differential settlement ratio after construction,and the degradation coefficient of soil arch,the finite element software ABAQUS was used,and a numerical analysis of the mechanical deformation characteristics of the pile-net composite foundation in the runway under the influence of aircraft taxiing load was conducted.The influence of aircraft taxiing load on the bearing and settlement characteristics of the pile-net composite foundation in the runway was quantified.The results show that when the thickness of the fill layer decreases from 4.5 m to 1.5 m,the soil arching effect is weakened by about 3.3%to 15.1%.When the spacing between piles decreases from 6d to 3d,the soil arching effect is weakened by about 7.8%to 12.0%.The differential settlement ratio after construction at the location of the soft soil layer may exceed the recommended value of the code.As the fill layer becomes thinner,the pile spacing and aircraft weight are greater;the main gear load is more concentrated,and the soil arching effect becomes weaker.关键词
跑道/桩网复合地基/滑行荷载/土拱效应/沉降比Key words
runway/pile-net composite foundation/taxiing load/soil arching effect/settlement ratio分类
建筑与水利引用本文复制引用
蔡靖,张博硕,范怡飞,周鹏..飞机滑行荷载对跑道桩网复合地基影响的数值分析[J].西南交通大学学报,2026,61(1):11-20,40,11.基金项目
国家自然科学基金项目(52308352) （52308352）
天津科技创新引导专项基金(25YDTPJC00370) （25YDTPJC00370）
天津市交通运输科技面上项目(2025-70)民航机场智能建造与工业化工程技术研究中心开放课题(MHJGKFKT-04) （2025-70）
中央高校基本科研业务费专项(KJZ53420210065). （KJZ53420210065）
