Structure Design Analysis for Transition Section of Highway and Bridge

LUO Zhi-qiang

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Structure Design Analysis for Transition Section of Highway and Bridge

更新时间：2026-05-27

- Structure Design Analysis for Transition Section of Highway and Bridge
- Vol. 24, Issue 2, Pages: 64-68(2007)
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- Online First：02 July 2007，
  
  Published：2007
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罗志强. 公路路桥(涵)过渡段结构设计技术分析[J]. 广东工业大学学报, 2007, 24(2): 64-68.

LUO Zhi-qiang. Structure Design Analysis for Transition Section of Highway and Bridge[J]. 2007, 24(2): 64-68.
罗志强. 公路路桥(涵)过渡段结构设计技术分析[J]. 广东工业大学学报, 2007, 24(2): 64-68. DOI：

LUO Zhi-qiang. Structure Design Analysis for Transition Section of Highway and Bridge[J]. 2007, 24(2): 64-68. DOI：

摘要

结合公路路桥(涵)过渡段路基路面产生不均匀沉降问题

分析和提出公路路桥(涵)过渡段结构设计应注意保证路桥过渡段的地基条件与路基条件、加强桥台软土地基处治的研究、选择合适的桥台与桥头路堤的稳定与沉降控制措施.

Abstract

Combined with the problems of the ununiform settlements met in the subgrade and pavement in transition section of the highway and bridge

it is analyzed and presented that structure design must secure the foundation conditions and subgrade conditions in transition section of the highway and bridge.The study of the soft soil base treatment at the bridge abutment must be strengthened and the suitable stability and settlement measures of the bridge abutment and bridge head must be chosen.

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references

王希年,罗志强. 桥头软基路堤设计与施工必须注意的若干问题[J]. 广东工业大学学报. 2003(02)

罗志强,林川. 汕头海湾大桥北引道软土地基处理[J]. 中南公路工程. 1999(02)

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