| 刚性桩复合地基上钢储罐基础沉降分析 |
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| 引用本文： | 呼永奕,周然. 刚性桩复合地基上钢储罐基础沉降分析[J]. 建筑技术开发, 2013, 0(12): 12-14,60 |
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| 作者姓名： | 呼永奕 周然 |
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| 作者单位： | [1]中石化股份有限公司天津分公司,天津300271 [2]天津市城市规划设计研究院,天津300201 |
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| 摘 要： | 通过工程实例，对复合地基的静载试验数据、储罐充水恒压期的荷载一时间一沉降关系曲线的估算值及《桩基技术规范》（JGJ94—2008）给出的等效作用分层综合法计算出的地基最终沉降量与沉降观测结果作了分析比较；为刚性桩复合地基上储罐基础设计、施工提供借鉴。
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| 关 键 词： | 刚性桩复合地基 钢储罐基础 沉降 |
STEEL STORAGE TANKS BASE SETTLEMENT ANALYSIS ON RIGID PILE COMPOSITE FOUNDATION |
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| Hu Yong-yi Zhou Ran. STEEL STORAGE TANKS BASE SETTLEMENT ANALYSIS ON RIGID PILE COMPOSITE FOUNDATION[J]. Building Technique Development, 2013, 0(12): 12-14,60 |
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| Authors: | Hu Yong-yi Zhou Ran |
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| Affiliation: | Hu Yong-yi Zhou Ran |
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| Abstract: | In view of the engineering practice ,comparing the actual measurement settlement results with estimated value based on loading-time-settlement relationship curve on water filling constant pressure of the storage tank, final computation settlement using the equivalent layerwise summation method provided in ＂Technical Code for building Pile Foundations＂（JGJ94-2008）and static loading test data of composite foundation, the paper gives some suggestions for the design and construction on rigid pile composite foundation. |
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| Keywords: | rigid pile composite foundation steel storage tanks base settlement |
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