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

杭州滨江区钻孔灌注桩桩端后压浆施工实践
引用本文:王德武,张辉义.杭州滨江区钻孔灌注桩桩端后压浆施工实践[J].探矿工程,2009,36(12):54-56.
作者姓名:王德武  张辉义
作者单位:浙江省岩土基础公司杭州分公司,浙江杭州310015
摘    要:钻孔灌注桩桩端后压浆技术具有提高单桩承载力、保证桩基施工质量、节约造价等优点,适用于持力层为砂砾石或碎(卵)石土层的钻孔灌注桩工程。通过工程实例,对桩端后压浆技术的加固机理、施工工艺及施工过程中出现问题的处理方法作了详细阐述。

关 键 词:钻孔灌注桩  桩端后压浆  单桩承载力
收稿时间:2009/7/8 0:00:00
修稿时间:2009/7/8 0:00:00

Construction Practice of Bored Cast-in-place Pile Post Grouting in Hangzhou
WANG De-wu and ZHANG Hui-yi.Construction Practice of Bored Cast-in-place Pile Post Grouting in Hangzhou[J].Exploration Engineering(Drilling & Tunneling),2009,36(12):54-56.
Authors:WANG De-wu and ZHANG Hui-yi
Institution:(Handzhou Branch, Zhejiang Geotechnical Foundation Co. , Hangzhou Zhejiang 310015, China)
Abstract:Bored cast-in-place pile post grouting can promote the bearing capacity of single pile, guarantee the pile construction quality and save construction cost, which fit to bored cast-in-place pile engineering in bearing layers of sandy gravel and gravel soil. With the field case, the paper detailed the reinforcement mechanism, construction technology and treatment measures for construction difficulties.
Keywords:bored east-in-place pile  post grouting  bearing capacity of single pile
本文献已被 维普 等数据库收录!
点击此处可从《探矿工程》浏览原始摘要信息
点击此处可从《探矿工程》下载免费的PDF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