首页 | 官方网站   微博 | 高级检索  
     

大跨隧道粉质黏土富含砂粒段施工
引用本文:胡延辉.大跨隧道粉质黏土富含砂粒段施工[J].山西建筑,2009,35(3):322-324.
作者姓名:胡延辉
作者单位:中铁隧道集团一处有限公司,重庆,401121
摘    要:根据工程的地质情况,综合安全、质量、进度、成本各方面因素考虑,采用了三台阶预留核心土法联合临时仰拱、扇形支撑进行开挖支护,对其施工技术要点作了叙述,通过施工效果评价,表明该施工方法是科学合理、安全有效的。

关 键 词:大跨隧道  三台阶预留核心土法  临时仰拱  扇形支撑  施工技术

On the large-span tunnel construction of the silt clay with sand
HU Yan-hui.On the large-span tunnel construction of the silt clay with sand[J].Shanxi Architecture,2009,35(3):322-324.
Authors:HU Yan-hui
Abstract:According to the geographic situation of the construction,the paper integrates the consideration on the safety,the quality,the process and the costs,adopts the three-step core-soil method to excavate and support by combining the temporary inverted arch and the fan support,and also gives an introduction on the construction points.According to the effect evaluation, it is proved that the construction method is scientific,reasonable,safe and efficient.
Keywords:large-span tunnel  three-step core-soil method  temporary inverted arch  fan support  construction skill
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-23

京公网安备 11010802026262号