| 深基坑挡土支护钻孔灌注桩设计方法 |
| |
| 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(3):14-17. |
| |
| 作者姓名： | 冯玉国 |
| |
| 作者单位： | 山东岩土工程勘察总公司 |
| |
| 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。
|
| 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 |
| |
| Feng Yuguo.Method of Designing Bored Pile Walls for Deep Foundation Pit Retaining[J].Exploration Engineering(Drilling & Tunneling),1996(3):14-17. |
| |
| Authors: | Feng Yuguo |
| |
| 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 |
| 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 |
