| 某高层建筑桩筏基础桩间土反力原位测试研究 |
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| 引用本文： | 齐良锋,张保印,简浩.某高层建筑桩筏基础桩间土反力原位测试研究[J].岩土力学,2004,25(5):827-831. |
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| 作者姓名： | 齐良锋 张保印 简浩 |
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| 作者单位： | 1. 上海应用技术学院 土木与建筑工程系，上海 200235；2. 西安建筑科技大学 土木工程学院，陕西 西安 710055； 3. 上海岩土工程勘察设计研究院，上海 200002 |
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| 摘 要： | 通过对陕西省邮政电信网管中心大楼工程的桩筏基础进行原位测试，分析得到了西北黄土地区高层建筑桩筏基础的沉降特性、桩间土反力分布、桩顶反力分布、桩间土与桩承担竖向荷载的比例，其结果可供实际工程设计及高层建筑结构设计计算理论研究参考。
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| 关 键 词： | 沉降观测 桩间土反力 桩顶反力-原位测试 |
| 文章编号： | 1000-7598-(2004)05-827-05 |
| 收稿时间： | 2003-03-10 |
| 修稿时间： | 2003年3月10日 |
Research on reaction of soil among Piles of Pile-raft Foundation of high-rise building by test in situ |
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| QI Liang-feng,ZHANG Bao-ying,JIAN Hao.Research on reaction of soil among Piles of Pile-raft Foundation of high-rise building by test in situ[J].Rock and Soil Mechanics,2004,25(5):827-831. |
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| Authors: | QI Liang-feng ZHANG Bao-ying JIAN Hao |
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| Institution: | 1. Department of Civil Eng., Shanghai Institute of Technology, Shanghai 200235, China; 2. School of Civil Eng., Xi’an Univ. of Arch. &Tech., Xi’an 710055, China; 3. Shanghai Geotechnical Investigations & Design Institute ,Shanghai 200002, China |
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| Abstract: | Our research team had a test in situation on Net Management Center Mansion of Shaanxi Telecom Office, and got some distribution rules of settlement, reaction of soil among piles, pile’s reaction, the proportion of load carried by pile and soil among piles. The analysis results can be used in real structure design and computing theoretical research of high-rise building in loess area. |
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| Keywords: | settlement observation reaction of soil among piles pile's reaction test in situ |
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