| 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].探矿工程(岩土钻掘工程),1996(3):14-17. |
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| 作者姓名： | 冯玉国 |
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| 作者单位： | 山东岩土工程勘察总公司 |
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| 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。
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| 关 键 词： | 深基坑挡土支护，钻孔灌注桩，锚杆，设计方法 |
Method of Designing Bored Pile Walls for Deep Foundation Pit Retaining |
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| Feng Yuguo.Method of Designing Bored Pile Walls for Deep Foundation Pit Retaining[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,1996(3):14-17. |
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| Authors: | 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. |
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| Keywords: | deep foundation pit retaining support bored pile anchor design method |
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