深基坑挡土支护钻孔灌注桩设计方法 |
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引用本文:冯玉国.深基坑挡土支护钻孔灌注桩设计方法[J].钻探工程,1996,(3):14-17.. Method of Designing Bored Pile Walls for Deep Foundation Pit Retaining[J]. Drilling Engineering, 1996,(3):14-17. |
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冯玉国 |
山东岩土工程勘察总公司 |
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中文摘要:在高层建筑深基坑挡土支护中,用锚杆拉结钻孔灌注桩作挡土墙是近年来应用的主要方法之一。以烟台龙睛大厦深基坑挡土支护为例,介绍了用锚杆拉结的钻孔灌注桩设计方法。 |
中文关键词:深基坑挡土支护,钻孔灌注桩,锚杆,设计方法 |
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Method of Designing Bored Pile Walls for Deep Foundation Pit Retaining |
Feng Yuguo |
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Abstract:Bored piles braced together by anchorsto constuct the retaining wall is one of the main methods applied in deep foundation pit retaining supportfor high-rise buildings. The design method of anchor-braced bored piles is described with reference to thedeep fondation pit retaining support for Yantai Longjing Building. |
keywords:deep foundation pit retaining support bored pile anchor design method, |
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