| 砂卵石换填地基在洛(阳)南新区高层建筑中的应用 |
| 投稿时间：2007-10-08 修订日期：2007-10-08 点此下载全文 |
| 引用本文：黄志强,胡书礼,任鸿飞,吴建军.砂卵石换填地基在洛(阳)南新区高层建筑中的应用[J].钻探工程,2008,35(1):48-51.. Application of Foundation Replacement by Sandy Pebble for High-level building in Luonan New Zone of Luoyang City[J]. Drilling Engineering, 2008,35(1):48-51. |
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| 黄志强 胡书礼 任鸿飞 吴建军 |
| 河南省有色金属地质矿产局第六地质大队,河南洛阳471002 |
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| 中文摘要:从粗粒土振动压实特性、砂卵石地基承载力特征及作用三方面对砂卵石换填地基进行了分析总结,通过工程实例证明人工换填的砂卵石地基承载力较高,沉降量小且均匀,能够满足高层建筑基础设计要求,适宜在洛(阳)南新区高层建筑地基处理中推广. |
| 中文关键词:砂卵石 高层建筑 换填法 粗粒土 砂卵石 换填地基 新区 高层建筑基础设计 应用 City Luoyang Zone building Pebble Replacement Foundation 建筑地基处理 均匀 沉降量 工程实例 分析 特征及作用 地基承载力 振动压实特性 |
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| Application of Foundation Replacement by Sandy Pebble for High-level building in Luonan New Zone of Luoyang City |
| HUANG Zhi-qiang HU Shu-li REN Hong-fei WU Jian-jun |
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| Abstract:Analysis was made on sandy pebble replacing foundation in the character of vibrating compression, bearing capacity of sandy pebble ground and its function. It was proved that bearing capacity of artificial sandy pebble replacing foundation was better with small and uniform settlement, and was suitable to be applied for high-level buildings in Luonan new zone of Luoyang City. |
| keywords:sandy pebble high-level building replacing method coarse-grained soil |
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