Experimental study of deformation of mixed reinforced soil abutment 
under pavement load

XU Chao; JIN Yu; YANG Yang; MENG Ya

doi:10.16285/j.rsm.2022.0234

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Experimental study of deformation of mixed reinforced soil abutment under pavement load

更新时间：2026-06-25

- Experimental study of deformation of mixed reinforced soil abutment under pavement load
- Vol. 44, Issue S1, Pages: 410-418(2023)
- 作者机构：
  
  1. 同济大学地下建筑与工程系,上海,200092
  2. 同济大学岩土工程与地下结构教育部重点试验室,上海,200092
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2022.0234
  CLC： U443.21
- Online First：19 November 2023，
  
  Published：2023
- 稿件说明：
移动端阅览
XU Chao, JIN Yu, YANG Yang, et al. Experimental study of deformation of mixed reinforced soil abutment under pavement load[J]. 2023, 44(S1): 410-418.
DOI：

XU Chao, JIN Yu, YANG Yang, et al. Experimental study of deformation of mixed reinforced soil abutment under pavement load[J]. 2023, 44(S1): 410-418. DOI： 10.16285/j.rsm.2022.0234.

摘要

采用土工合成材料加筋土技术，建造包裹式加筋土桥台可以缩短桥梁跨度，提升桥台整体性能。为研究加筋间距、墙趾水平约束和土工格栅绕桩方式对桥台变形的影响，考虑道路面层荷载的作用，完成了4组静载模型试验。研究结果表明，在路面荷载作用下，包裹式加筋土桥台结构稳定，整体变形小。监测结果显示，加筋土桥台内桩柱的存在减小了桥台的侧向变形；墙趾水平约束的存在可以限制桥台的变形；减小加筋间距及采用刚性套管的格栅绕桩方式可增强桥台加筋土体的刚度和整体性，减小面板的水平位移，提高包裹式加筋土桥台的工作性能。研究成果对包裹式加筋土桥台工程设计具有借鉴价值。

Abstract

The geosynthetic reinforced soil technology used in mixed reinforced soil abutment can shorten the bridge span and improve the overall performance of the abutment. To study the influence of reinforcement spacing

horizontal constraint of wall toe and way of geogrid around pile on abutment deformation

as well as the influences of road surface load

four static load model tests are carried out. The results show that the mixed reinforced soil abutment is stable and the overall deformation is small under the pavement load. The monitoring results show that the existence of pile in the reinforced soil abutment reduces the lateral deformation of the abutment. The existence of horizontal constraint of wall toe can limit the deformation of abutment

while reducing the reinforcement spacing and way of geogrid around pile with rigid casing can enhance the stiffness and integrity of the reinforced soil

reduce the horizontal displacement of the wall face and improve the working performance of the mixed reinforced soil abutment. The research results have reference value for the engineering design of mixed reinforced soil abutment.

关键词

Keywords

references

Views

220

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Load test study of bearing characteristics of reinforced soil abutments

Direct shear tests and PFC2D numerical simulation of colluvial mixture

Theory of multi-bench retaining for large area foundation pit and its engineering application

Study of deformation characteristics of slope rockmass at project of water diversion from Hanjiang River to Weihe River

Dilatancy of coarse-grained soil in large-scale triaxial tests study

Related Author

ZHANG Xiao

XU Chao

WANG Qiu-shen

WU Wei-cheng

XUE Ya-dong

LIU Zhong-qiang

WU Jian

ZHENG Gang

Related Institution

Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University

Key Laboratory of Geotechnical and Underground Engineering of Education Ministry, Tongji University

Department of Geotechnical Engineering, Tongii University

Norwegian Geotechnical Institute

Zhejiang Highway & Water Transportation Engineering Consulting Corporation

AI问答

⁰