| 不同基础形式的承载力及变形研究 |
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| 引用本文： | 陈兰.不同基础形式的承载力及变形研究[J].哈尔滨商业大学学报(自然科学版),2008,24(4):500-502. |
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| 作者姓名： | 陈兰 |
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| 作者单位： | 哈尔滨商业大学,土木与制冷工程学院,哈尔滨,150076 |
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| 摘 要： | 为研究不同基础类型的承载力和变形特征,进行了对各种荷载作用下,不同基础形式的模型试验,分析了各种基础的承载力和变形特性,得出了桩基础和箱型基础在相同的条件下,承载力和变形特性基本相同,与独立基础相比,承载能力高,竖向变形和水平变形小,是效果较好的基础形式.
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| 关 键 词： | 基础 地基 承载力 变形 |
Study on bearing capacity and deformation of different foundation type under load |
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| CHEN Lan.Study on bearing capacity and deformation of different foundation type under load[J].Journal of Harbin University of Commerce :Natural Sciences Edition,2008,24(4):500-502. |
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| Authors: | CHEN Lan |
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| Institution: | CHEN Lan (School of Construction and Refrigeration Engineering, Harbin University of Commerce, Harbin 150076,China) |
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| Abstract: | In order to study the bearing capacities and the features of deformation of different foundations, model tests of different foundation types under different form of loads are performed, and the bearing capacities and the features of deformation of different foundations are analyzed. It is found that under the same condition, the bearing capacities and the features of deformation of pile and box foundations are basically identical. Compares with those of the shallow foundations, the bearing capacities are high, vertical and level deformations are minor. |
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| Keywords: | foundation ground bearing capacity deformation |
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