首页 | 本学科首页   官方微博 | 高级检索  
     检索      

公路路基支挡结构物加固技术研究
引用本文:王松根,高永涛,马飞,张玉宏.公路路基支挡结构物加固技术研究[J].岩土力学,2004,25(Z1):110-114.
作者姓名:王松根  高永涛  马飞  张玉宏
作者单位:1. 山东省交通厅公路局,山东,济南,250002
2. 北京科技大学,北京,100083
摘    要:近年来,国内各地相继出现了公路路基支挡结构物失稳事件,对相关路桥的运营安全造成了严重威胁。由于条件特殊及环境制约,此类工程加固难度很大。结合山东省G104界河立交桥加筋土挡土墙和G205高峪铺公铁立交桥坡间挡土墙的加固,对此类工程失稳的特征、原因及相应的工程对策从理论到实践展开了深入研究,并得到了具有一定推广价值的结论。

关 键 词:挡土墙  失稳  预应力锚杆  高压注浆  加固
文章编号:1000-7598-(2004)增刊-0110-05
修稿时间:2004年7月16日

Studies on reinforcement technique of bracing structures of roadbed
WANG Song-gen,GAO Yong-tao,MA Fei,ZHANG Yu-hong.Studies on reinforcement technique of bracing structures of roadbed[J].Rock and Soil Mechanics,2004,25(Z1):110-114.
Authors:WANG Song-gen  GAO Yong-tao  MA Fei  ZHANG Yu-hong
Institution:WANG Song-gen1,GAO Yong-tao2,MA Fei2,ZHANG Yu-hong1
Abstract:In recent years, many bracing structures of roadbed are failed in China. This is very danger to the roads and bridges. It is very difficult to reinforce these structures because of the special condition and environment. This paper studies the failure characteristics, reasons and engineering methods to treat the failure structures. The reinforcement projects of Jiehe cloverleaf junction on 104 national road and Gaoyupu gallop bridge on 205 national road in Shandong Province have been carried out as engineering background. Some conclusions with extensive value have been drawn.
Keywords:retaining wall  instability  prestress anchor  high pressure grouting  reinforcement
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号