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

重载铁路隧道基底病害微型桩加固技术研究
引用本文:白东辉,孙宏方.重载铁路隧道基底病害微型桩加固技术研究[J].铁道建筑技术,2014(11):34-38.
作者姓名:白东辉  孙宏方
作者单位:朔黄铁路发展有限责任公司 山西原平 034100
基金项目:国家科技支撑计划《轴重30 t 以上煤炭运输重载铁路关键技术与核心装备研制》
摘    要:结合我国重载铁路隧道基底病害特点,提出了一种隧道基底微型桩加固技术。同时,利用大型有限元软件ANSYS建立隧道基底微型桩加固分析模型,采用30 t列车动压应力实测值模拟重载列车竖向动荷载,着重分析了30 t重载列车通过隧道基底病害区段时微型桩的加固效果,结合某隧道现场测试与混凝土检测结果以及新旧混凝土结合面强度统计分析结果,提出了基底采用微型桩加固基底混凝土厚度要求,为今后采用该法进行基底加固提供借鉴。

关 键 词:隧道基底  微型桩  结合面强度  动压应力

Study on Mini Pile Reinforcement Technology of Tunnel Foundation Base Disease of Heavy-haul Railway
Bai Donghui,Sun Hongfang.Study on Mini Pile Reinforcement Technology of Tunnel Foundation Base Disease of Heavy-haul Railway[J].Railway Construction Technology,2014(11):34-38.
Authors:Bai Donghui  Sun Hongfang
Institution:(Shuohuang Railway Development Co. Ltd. , Yuanping 034100, China)
Abstract:On the basis of tunnel foundation base disease characteristics of China’s heavy-haul railway,this paper pro-posed a kind of mini pile reinforcement technology of tunnel foundation base.Meanwhile,the mini pile reinforcement analy-sis model of tunnel foundation base is established by the finite element software ANSYS and vertical dynamic load stress of heavy-haul train is simulated by adopting the dynamic compression stress of 30 tons value train.It also focused on the anal-ysis of the mini pile reinforcement effect when the 30 tons heavy-haul train gets through the tunnel foundation base disease section,proposed the concrete thickness requirements on reinforcement of foundation base on the basis of the on-site test and concrete detection results as well as statistical analysis results of new-old concrete faying surface strength of a tunnel, which provided references for base reinforcement in the future.
Keywords:tunnel foundation base  mini pile  faying surface strength  dynamic compression stress
本文献已被 CNKI 维普 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