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山区陡坡桥梁桩基础施工技术探究

黄圣星

江西建材Issue(4):208-209,219,3.
江西建材Issue(4):208-209,219,3.

山区陡坡桥梁桩基础施工技术探究

Research on Pile Foundation Construction Technology of Steep Slope Bridge in Mountain Area

黄圣星1

作者信息

  • 1. 中国建筑材料工业地质勘查中心江西总队,江西 上饶 334000
  • 折叠

摘要

Abstract

In order to improve the construction quality of steep slope bridge pile foundation in mountainous areas,this paper takes a mountain bridge project as an example,analyzes the construction technology of steep slope bridge pile foundation in mountainous areas in detail,and e-valuates the construction effect and social and economic benefits.The results show that the axial compressive strength of pile concrete is 36.8kPa,the wave velocity of pile is3 500~4 650 m/s,and the integrity of pile body is good.The bearing capacity of pile body reaches18,000 kN,and the maximum settlement of pile body is 21.3mm,both of which do not exceed the warning value in the design requirements,and meet the requirements in JTG 3363-2019 Code for Design of Foundation and Foundation of Highway Bridges and Culverts.The construction effect is good and has significant social,economic and environmental benefits.

关键词

山区陡坡/桥梁工程/桩基础

Key words

Mountainous steep slope/Bridge engineering/Pile foundation

分类

交通工程

引用本文复制引用

黄圣星..山区陡坡桥梁桩基础施工技术探究[J].江西建材,2024,(4):208-209,219,3.

江西建材

1006-2890

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