| 预制桩填土复合地基的设计与施工 |
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| 引用本文： | 卫忠,陈家冬.预制桩填土复合地基的设计与施工[J].基建优化,2005,26(3):80-82,106. |
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| 作者姓名： | 卫忠 陈家冬 |
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| 作者单位： | 1. 江阴兴澄特种钢铁有限公司,江阴,214300
2. 江苏地基工程总公司,无锡,214001 |
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| 摘 要： | 论述了小预制方桩与压实填土复合地基在大型污水处理池中的设计与施工应用情况，提出了粘性填土分层压实、具有不小于80kPa承载能力的观点，如桩端土层良好，则可大幅度提高复合地基的强度。
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| 关 键 词： | 小预制桩 填土 复合地基 应力分担 整体滑移 |
| 文章编号： | 1000-7717(2005)03-0080-03 |
Design and Construction of Composite Ground by Small Statically Pressed Precast Pile and Fill Soil |
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| Wei Zhong,CHEN Jia-dong.Design and Construction of Composite Ground by Small Statically Pressed Precast Pile and Fill Soil[J].Optimization of Capital Construction,2005,26(3):80-82,106. |
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| Authors: | Wei Zhong CHEN Jia-dong |
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| Institution: | WEI Zhong~1,CHEN Jia-dong~2 |
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| Abstract: | The practical applications of large dirty water treatment tank in Design and construction by composite ground with small statically pressed precast pile and compacted fill soil are introduced. The bearing value of cohesive soil of back fill compaction by layers is more high than 8o kpa. If soil of pile bottom is well than bearing capacity of composite foundation are increased. |
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| Keywords: | small statically pressed precast pile fill soil composite ground share stress tank skidding |
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