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岩溶区段大直径钻孔灌注桩施工技术
引用本文:高晓玲.岩溶区段大直径钻孔灌注桩施工技术[J].铁道建筑技术,2010(1):11-13.
作者姓名:高晓玲
作者单位:中铁十一局集团第二工程有限公司,湖北十堰,442013
摘    要:结合毫山村高架桥岩溶段大直径钻孔灌注桩实践,轻微溶蚀采取常规的片石黏土填充挤密,一般溶洞加入水泥和护筒,深大溶洞先填后用多级护筒跟进,并在施工过程加强监控,针对地质选择和改进钻机,取得较好的效益。

关 键 词:桥梁  岩溶区段  钻孔灌注桩施工技术

Construction Technology of Large-diameter Cast-in-situ Bored Piles in Karst Section
Gao Xiaoling.Construction Technology of Large-diameter Cast-in-situ Bored Piles in Karst Section[J].Railway Construction Technology,2010(1):11-13.
Authors:Gao Xiaoling
Institution:Gao Xiaoling(China Railway 11th Bureau Group Co.Ltd.,Shiyan 442013,China)
Abstract:Combined with the practice of the large-diameter cast-in-situ bored pile in Haoshan Village viaduct carst section,this paper introduces the technique that treating a slight corrosion with a regular filling and compaction of clay and stones,normal karst caves by adding cement and caring caves,and for deep ones firstly filling then the multi-level caring tube followed-up.And also the monitoring is strengthened during construction process,and the drill is chosen and improved according to the geological conditi...
Keywords:bridge  karst section  cast-in-situ bored pile  construction technology  
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