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土工格栅对路基拓宽分层填筑变形的影响研究

邓宇 孟宝华 章宁 王宁

路基工程Issue(1):90-96,7.
路基工程Issue(1):90-96,7.DOI:10.13379/j.issn.1003-8825.2018.01.20

土工格栅对路基拓宽分层填筑变形的影响研究

Effect of Geogrid on Deformation of Subgrade in Layered Filling for Widening

邓宇 1孟宝华 2章宁 1王宁3

作者信息

  • 1. 中冶成都勘察研究总院有限公司,成都610023
  • 2. 四川兴承建筑工程有限公司,成都610101
  • 3. 西南科技大学土木工程与建筑学院,四川绵阳623000
  • 折叠

摘要

Abstract

Taking a project of provincial road widening in Sichuan as an example,the paper herein combined with numerical simulation test and field data,and studied the deformation of subgrade in layered filling for widening and the treatment effect of geogrid.The result of FLAC3D numerical simulation shows that the foundation dominates the vertical deformation of subgrade top,and the new subgrade dominates the horizontal displacement of widened subgrade top.The treatment effect of geogrid is obvious,and after reinforcement,the horizontal displacement of subgrade and foundation reduces greatly,thus the road deformation is more reconciled.

关键词

拓宽路基/变形特性/FLAC3D/分层填筑/土工格栅

Key words

widened subgrade/deformation features/FLAC3D/layered filling/geogrid

分类

交通工程

引用本文复制引用

邓宇,孟宝华,章宁,王宁..土工格栅对路基拓宽分层填筑变形的影响研究[J].路基工程,2018,(1):90-96,7.

基金项目

国家自然科学基金项目(10602048) (10602048)

四川省科技厅项目(2009YJ0060) (2009YJ0060)

路基工程

1003-8825

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