| 小直径刚性桩复合地基桩土应力比初步研究 |
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| 引用本文： | 包华,崔开太,徐汉涛,卞华. 小直径刚性桩复合地基桩土应力比初步研究[J]. 南通大学学报(自然科学版), 2003, 2(4): 50-53 |
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| 作者姓名： | 包华 崔开太 徐汉涛 卞华 |
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| 作者单位： | 1. 南通工学院,江苏,南通,226007
2. 南通市水利勘测设计院,江苏,南通,226006 |
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| 摘 要： | 文章根据工程实例及部分试验,研究了小直径刚性桩复合地基作用机理,分析对比了不同工况条件下的桩土应力比的变化,初步得出了桩土应力比的分布规律影响因素,为进一步研究奠定了基础。
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| 关 键 词： | 刚性桩 复合地基 桩土应力比 |
| 文章编号： | 1671-5314(2003)04-0050-04 |
A Study of the Pile- soil Stress Ratio of the Small Diameter Rigid Pile Composite Foundation |
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| BAO Hua,CUI Kaig-tai,XU Han-tao,BIAN Hua. A Study of the Pile- soil Stress Ratio of the Small Diameter Rigid Pile Composite Foundation[J]. Journal of Nantong University (Natural Science Edition), 2003, 2(4): 50-53 |
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| Authors: | BAO Hua CUI Kaig-tai XU Han-tao BIAN Hua |
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| Abstract: | Based on the data of some projects and field - tests, this paper studies the mechanism of the impact on the composite foundation of the small diameter rigid piles. Comparing the stress - ratio varieties of the pile - soil under different conditions, we get hold of the knowledge about the distributing rule and about the impact of the pile - soil stress - ratio in question, which provides the basis whereupon to carry on further study. |
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| Keywords: | rigid pile composite foundation pile - soil stress ratio |
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