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高填方下加筋土高挡墙实测变形分析

雷胜友 惠会清 高攀 张磊

长江科学院院报2017,Vol.34Issue(2):84-88,93,6.
长江科学院院报2017,Vol.34Issue(2):84-88,93,6.DOI:10.11988/ckyyb.20161021

高填方下加筋土高挡墙实测变形分析

Analysis of In-situ Measured Deformation of Reinforced High Earth-retaining Wall with High Fill

雷胜友 1惠会清 2高攀 3张磊4

作者信息

  • 1. 长安大学 公路学院,西安 710064
  • 2. 长安大学 理学院,西安 710064
  • 3. 中铁隧道集团有限公司 技术中心,河南 洛阳 471009
  • 4. 长安大学 建筑工程学院,西安 710064
  • 折叠

摘要

Abstract

In order to reveal the deformation law of a three-level reinforced earth retaining wall in a V-shaped valley,according to in-situ test data,we analyzed the changes in wall panel displacement,settlement of backfill of the wall,settlement of road surface on high fill,and settlement of the bottom of culvert beneath the wall in con-struction period and after completion.Results revealed that the vertical and horizontal displacements of wall panels, and the deformations of the backfill mainly occurred during the construction period,and the values of displacements and deformations were relatively large.One or two years after the completion,the deformation tended to be stable, but the total cumulative deformation was large,which indicated that the reinforced earth retaining wall could adapt to the large deformation of filling projects,which is an advantage.Moreover,the structure of reinforced high earth retaining wall beneath high fill in V-shaped valley could meet the challenges posed by road surface settlement,and the culvert beneath high fill is safe.Besides,since the reinforcements of the wall are reinforced concretes,the rein-forced earth wall has some advantages of anchoring board retaining wall and soil nailing wall,which could restrain the deformation of soil mass in the wall,and also serves as a whole to coordinate the deformation of V-shaped val-ley.Hence the stresses in the fill are redistributed,road surface settlement and deformation are transited smoothly with no significant settlement difference and good application effect.

关键词

墙面板/高填方/加筋土挡墙/“V”形沟谷/钢筋混凝土筋带/现场试验

Key words

wall panel/high fill/reinforced earth retaining wall/V-shaped valley/reinforced concrete reinforce-ment/in-situ test

分类

建筑与水利

引用本文复制引用

雷胜友,惠会清,高攀,张磊..高填方下加筋土高挡墙实测变形分析[J].长江科学院院报,2017,34(2):84-88,93,6.

基金项目

陕西省自然科学基金项目(2001C01);地质灾害防治与地质环境保护国家重点实验室开放基金项目(GZ2005-03);陕西省交通科技项目(06-01K);长安大学精品课建设项目 ()

长江科学院院报

OA北大核心CSCDCSTPCD

1001-5485

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