首页 | 本学科首页   官方微博 | 高级检索  
     

八渡车站碎石土地层中长锚索施工技术
引用本文:赵红玲,张勇,张福明. 八渡车站碎石土地层中长锚索施工技术[J]. 岩石力学与工程学报, 2007, 26(Z1): 3155-3155
作者姓名:赵红玲  张勇  张福明
作者单位:1. 西安建筑科技大学,陕西,西安,710055
2. 总参工程兵科研三所,河南,洛阳,471023
摘    要: 随着我国经济建设的飞速发展,各类岩土加固工程中锚固技术的应用日益广泛。大量工程实践已经证明锚固技术的经济性和先进性。但是,锚固工程常遇到各类不良地层(例如塌积、残积、坡积和崩积层等碎石土地层),在锚固施工的钻孔中由于严重的塌孔、卡钻,给施工带来很大困难,同时也给锚固工程质量带来隐患。通过工程实践和大量试验,研究组合式钻具钻孔方法,较好地解决在上述地层中的成孔问题,提高施工速度。结合南宁—昆明铁路八渡车站的锚索施工,介绍复杂地层中锚固工程施工的技术措施和应注意的有关技术问题。

关 键 词:土力学碎石土锚固钻孔边坡加固
文章编号:1000-6915(2007)增1-3155-06
收稿时间:2005-12-16;
修稿时间:2005-12-16

CONSTRUCTION TECHNIQUES OF LONG ANCHOR CABLE IN GRAVEL SOIL OF BADU STATION
ZHAO Hongling,ZHANG Yong,ZHANG Fuming. CONSTRUCTION TECHNIQUES OF LONG ANCHOR CABLE IN GRAVEL SOIL OF BADU STATION[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(Z1): 3155-3155
Authors:ZHAO Hongling  ZHANG Yong  ZHANG Fuming
Abstract:With the rapid development of economy in China,the anchorage techniques are applied widely to various kinds of geotechnical reinforcement engineering. Its economical efficiency and advantage have been proved by a lot of engineering practices. But in many reinforcement projects,some unfavourable geological conditions are encountered frequently,such as colluvial soil,residual soil,slope wash,etc.,which result in collapse of borehole and clip of bore rod during drilling of borehole that will bring considerable difficulties to construction and many incipient faults for construction quality. A drilling technique using combined drilling tools is developed via several tests and practices,which well solve the problem about borehole drilling in some strata mentioned above and improve the construction speed. According to the construction of anchor cable in the landslide reinforcement of Badu Station along Nanning—Kunming Railway,some technical measures for construction in unfavourable geological conditions and some technical issues are introduced.
Keywords:soil mechanics  gravel soil  anchorage  borehole  slope reinforcement
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《岩石力学与工程学报》浏览原始摘要信息
点击此处可从《岩石力学与工程学报》下载全文
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