| 复合地基桩土应力比计算方法的探讨 |
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| 引用本文： | 崔婷. 复合地基桩土应力比计算方法的探讨[J]. 福建建筑, 2004, 0(3): 49-51 |
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| 作者姓名： | 崔婷 |
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| 作者单位： | 厦门市公路局,福建厦门361009 |
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| 摘 要： | 桩土应力比是反映复合地基工作状态的一个重要参数,本文分别举例讨论了三种桩土应力比的计算方法,及其优缺点;最后,较为详细地提出了一种水泥土桩复合地基桩土应力比解析算式的新思路。
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| 关 键 词： | 复合地基 桩土应力比 计算方法 水泥土桩 新思路 |
Discussion on the calculation method of stress-ratio of pile soil in composite oundation |
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| Cuiting. Discussion on the calculation method of stress-ratio of pile soil in composite oundation[J]. Fujian Architecture & Construction, 2004, 0(3): 49-51 |
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| Authors: | Cuiting |
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| Abstract: | The stress ratio of pile-soil is an important parameter that reflects the work condition of composite foundation. Three calculation methods about it are espectively discussed, and advantages and disadvantages are also expounded. Finally, a new method on the analytical equation of pile-soil stress ratio of composite foundation formed by soil cement is put forward in detail. |
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| Keywords: | composite foundation stress ratio of pile-soil calculation method Soil-cement new method |
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