| 自重湿陷性黄土挤密处理后刚性桩侧阻力的确定 |
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| 引用本文： | 张森安,曹程明,项龙江,龙照. 自重湿陷性黄土挤密处理后刚性桩侧阻力的确定[J]. 山西建筑, 2014, 0(1): 72-74 |
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| 作者姓名： | 张森安 曹程明 项龙江 龙照 |
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| 作者单位： | 中国市政工程西北设计研究院有限公司甘肃中建市政工程勘察设计研究院,甘肃兰州730000】 |
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| 摘 要： | 通过挤密桩处理自重湿陷性黄土刚性桩桩载试验与抗拔试验,对比分析了挤密法地基处理不同施工工艺对刚性桩桩侧阻力的影响,探讨了挤密法地基处理后刚性桩桩侧阻力确定以及影响因素,最终得出了一些有意义的结论。
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| 关 键 词： | 湿陷性黄土 挤密法 刚性桩 二元复合地基 |
The determination of self weight collapsible loess compaction pile treatment late rigid pile side resistance |
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| ZHANG Sen-an,CAO Cheng-ming,XIANG Long-jiang,LONG Zhao. The determination of self weight collapsible loess compaction pile treatment late rigid pile side resistance[J]. Shanxi Architecture, 2014, 0(1): 72-74 |
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| Authors: | ZHANG Sen-an CAO Cheng-ming XIANG Long-jiang LONG Zhao |
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| Affiliation: | ( China Northwest Municipal Engineering Design ＆ Research Institute Limited Company, Gansu China Building Municipal Engineering Survey and Design Institute, Lanzhou 730000, China) |
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| Abstract: | Through the pile load test and pull-out test on compaction pile to treat collapsible loess rigid pile, this paper compared and analyzed the influence of compaction method foundation treatment of different construction technology to rigid pile side resistance, discussed the determina- tion and influence factors of compaction method foundation treatment late rigid pile side resistance, finally drew some meaningful conclusion. |
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| Keywords: | collapsible loess compacted pile rigid pile binary composite foundation |
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