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| 厦门地区花岗岩残积土夯扩桩的应用与研究 | |
| 引用本文： | 黄秋来,王哲,李达明,朱泰儒,王家典,吴雪强. 厦门地区花岗岩残积土夯扩桩的应用与研究[J]. 福建建设科技, 2002, 0(4): 10-11,13 |
| 作者姓名： | 黄秋来 王哲 李达明 朱泰儒 王家典 吴雪强 |
| 作者单位： | 1. 厦门中建东北设计院 2. 厦门永升房地产开发有限公司 3. 宜兴市第一地基工程公司厦门同安工程处 |
| 摘 要： | 厦门地区广泛分布着花岗岩残积土 ,具有较高的承载力。实践表明 ,采用花岗残积土作为桩端持力层的无桩靴夯扩桩 ,其夯扩效果良好 ,可获得较高的承载力和较好的经济效益 ,对于 1 2层以下的建筑物是一种较好的灌注桩型 |
| 关 键 词： | 花岗岩残积土 夯扩桩 承载力 贯入度 |
Research and Application of Franki Pile in Granite Residual Soil in Xiamen |
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| Huang Qui lai etal. Research and Application of Franki Pile in Granite Residual Soil in Xiamen[J]. Fujian Construction Science & Technology, 2002, 0(4): 10-11,13 | |
| Authors: | Huang Qui lai etal |
| Affiliation: | Huang Qui lai etal |
| Abstract: | Granite residual soil, which is widely distributed over Xiamen, has a higher capacity. It is known that Franki piles without pile shoes would provide good bearing capacity as well as excellent economic benefits, while granite residual soil is taken as the bearing stratum. Therefore the Franki pile is a better type among cast-in-situ piles for under-12-storey buildings. |
| Keywords: | granite residual soil Franki pile bearing capacity penetration |
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