| 某高层建筑CFG桩与混凝土灌注桩对比分析 |
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| 引用本文： | 付金锐,代常友,刘丹丹.某高层建筑CFG桩与混凝土灌注桩对比分析[J].山西建筑,2014(8):58-59. |
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| 作者姓名： | 付金锐 代常友 刘丹丹 |
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| 作者单位： | 黄河勘测规划设计有限公司,河南洛阳471002 |
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| 摘 要： | 通过某场地高层建筑CFG桩复合地基方案与该地区通常采用的混凝土灌注桩方案对比分析,结果表明:CFG桩复合地基方案能充分发挥桩间老黄土无湿陷性、承载能力高的特点,可大幅度节省投资,技术上可行,并且填补了CFG复合地基在洛阳地区工程建设领域的空白。
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| 关 键 词： | 老黄土 高层建筑 CFG桩 混凝土灌注桩 |
Comparative analysis on CFG pile and bored concrete pile of the high-rise building |
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| FU Jin-rui,DAI Chang-you,LIU Dan-dan.Comparative analysis on CFG pile and bored concrete pile of the high-rise building[J].Shanxi Architecture,2014(8):58-59. |
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| Authors: | FU Jin-rui DAI Chang-you LIU Dan-dan |
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| Affiliation: | ( Yellow River Survey ＆ Planning ＆ Design Co. , Ltd, Luoyang 471002, China) |
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| Abstract: | The paper comparatively analyzes CFG pile composite foundations scheme of the high-rise building and the bored concrete pile. The re- sults show that： CFG pile composite foundation scheme can play the characteristics of old loess including non-collapsibility and high bearing ca- pacity, which can save investment, possess feasible technology, and makes up CFG composite foundation in engineering construction field in Luoyang. |
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| Keywords: | old loess high-rise building CFG pile bored concrete pile |
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