| 变截面与等截面桩复合地基沉降对比分析 |
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| 引用本文： | 黄礼胜.变截面与等截面桩复合地基沉降对比分析[J].山西建筑,2014(1):77-78. |
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| 作者姓名： | 黄礼胜 |
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| 作者单位： | 湖南工业大学土木工程学院,湖南株洲412007 |
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| 摘 要： | 通过对某地区红粘土的桩基工程及软基处理工程的研究,提出了一种新型混凝土预制单桩复合地基,分别进行2组等截面桩和3组变截面桩的单桩复合地基对比模型试验,并研究了5组单桩复合地基在一定条件下的荷载—沉降变化的规律,得到了一些科学的结论。
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| 关 键 词： | 混凝土预制桩 复合地基 荷载—沉降 |
Comparative analysis on the composite foundation settlement of variable and uniform section piles |
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| HUANG Li-sheng.Comparative analysis on the composite foundation settlement of variable and uniform section piles[J].Shanxi Architecture,2014(1):77-78. |
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| Authors: | HUANG Li-sheng |
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| Affiliation: | HUANG Li-sheng ( School of Civil Engineering, Hunan University of Technology, Zhuzhou 412007, China) |
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| Abstract: | The pile foundation engineering and the soft ground treatment engineering is studied through the red clay of the region. It puts forward a new type of concrete of the prefabricated single-pile composite foundation. Three groups of variable section piles and two groups of uniform section piles is conducted by contrast model test of single-pile composite foundation, and researches five groups of single-pile composite foundation load-settlement changes under certain conditions, achieves some scientific conclusion. |
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| Keywords: | concrete of the prefabricated pile composite foundation load-settlement |
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