| 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, 1996, 0(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后，用锚杆拉结钻孔灌注桩作挡土近年来应用的的主要方法之一。以烟台龙腈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： | 深基础 挡土支护 钻孔灌注桩 设计法 |
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, 0(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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