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运营条件下铁路桥梁墩台基础加固
引用本文:王海珍,孙星亮.运营条件下铁路桥梁墩台基础加固[J].土工基础,2004,18(4):16-18.
作者姓名:王海珍  孙星亮
作者单位:1. 石家庄铁路工程职业技术学院土木系,石家庄,050041
2. 中科院武汉岩土力学研究所,武汉430071;石家庄铁道学院,石家庄,050043
摘    要:采用高压旋喷注浆加固既有桥梁墩台基础可以满足铁路不停车、不限速的要求 ,因而此加固方法在铁路运营条件下桥梁墩台基础加固中得到了广泛应用。根据现场地层勘察资料 ,首先确定了单桩承载力 ,然后设计出高压旋喷桩的加固方案。加固完成后的效果检测及多年运营说明 ,采用旋喷桩加固桥梁墩台基础具有独特的优越性

关 键 词:桥梁墩台基础  高压旋喷  加固  效果检测
文章编号:1004-3152(2004)04-0016-03
修稿时间:2004年2月12日

Reinforcement of Railway Pier and Abutment Foundation During The Railway is in Operation
WANG Hai-zhen\,SUN Xing-liang\\{,\}.Reinforcement of Railway Pier and Abutment Foundation During The Railway is in Operation[J].Soie Engineering and Foundation,2004,18(4):16-18.
Authors:WANG Hai-zhen\  SUN Xing-liang\\{  \}
Affiliation:WANG Hai-zhen\+1,SUN Xing-liang\+\{2,3\}
Abstract:The high pressure jet-grouting has been already proved to be an effective reinforcing technique for soft groud. It can meet the requirements that the train running can be uninterrupted, hence it has been widely used in soft ground improvement. According to the field survey document, the single pile bearing capacity, in this paper, is determined firstly, and then the foundation of pier and abutment design is obtained. After many years inspection the work indicate that it is very effective.
Keywords:bridge pier and abutment  high pressure jet grouting  reinforcement  monitoring result
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