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土工格栅在道路基层中优化设置探讨

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为有效提升土工格栅加固层的承载力,考虑循环荷载作用,针对两种基层厚度和三个不同半径的圆形加载区域,变化土工格栅的埋置深度,综合采用三维有限元分析方法和理论分析方法进行土工格栅在道路基层中的优化设置分析.结果表明:无论基层厚度如何,当土工格栅埋置深度为1/2加载区域半径时,基层抗变形能力最强;当土工格栅埋置深度位于最大竖向应变位置时,道路基层厚度可以适当减少;当土工格栅置于骨料基层和路基之间的界面时,土工格栅加固效果会大打折扣.
Discussion on the Optimal Setting Position of Geogrid in Road Base
To effectively enhance the bearing capacity of geogrid reinforcement layers under cyclic loading,this study investi-gates the optimal placement of geogrids in road subgrades considering two subgrade thicknesses and circular loading areas of three different radii.A comprehensive analysis using three-dimensional finite element analysis and theoretical methods is conducted.The results indicate that,regardless of subgrade thickness,the strongest resistance to deformation in the subgrade occurs when the geogrid is buried at a depth equal to half the radius of the loading area;If the geogrid is placed at the position of maximum vertical strain,the thickness of the road subgrade can be appropriately reduced;Placing the geogrid at the interface between the aggregate base and the subgrade significantly diminishes its reinforcement effectiveness.

geogridroad basefinite element analysiscyclic loadoptimize settings

冯伟

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上海市政工程设计研究总院(集团)有限公司海南分公司,海南海口 570100

土工格栅 道路基层 有限元 循环荷载 优化设置

2024

粉煤灰综合利用
河北省墙体材料革新办公室 石家庄市粉煤灰综合利用和墙改办公室

粉煤灰综合利用

CSTPCD
影响因子:0.378
ISSN:1005-8249
年,卷(期):2024.38(4)