| 南通地区挤密效应对预制静压桩承载力的影响 |
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| 引用本文： | 鞠银山.南通地区挤密效应对预制静压桩承载力的影响[J].南通工学院学报(自然科学版),2011(3):65-70. |
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| 作者姓名： | 鞠银山 |
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| 作者单位： | 南通大学基建处,江苏南通226019 |
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| 基金项目： | 住房和城乡建设部基金项目（2011-K1-20） |
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| 摘 要： | 针对南通地区以砂性土为主的地质条件,通过实例,采用静荷载试验方法探讨了群桩施工后,砂土的挤密效应以及桩间距对预制静压单桩承载力的影响,结果表明：群桩施工后,挤密作用提高了砂性土的强度,增加了桩与土地之间的摩擦力,从而有效提高了单桩的承载力,而且在一定范围内桩间距越小,挤密效应越明显.
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| 关 键 词： | 南通 挤密效应 静压桩 承载力 |
Effect of Compaction on Pre-static Pile Bearing Capacity in Nantong Region |
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| Authors: | JU Yin-shan |
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| Institution: | JU Yin-shan (Construction Office, Nantong University, Nantong226019, China) |
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| Abstract: | By static load test, the test data between constructed single pile and pile-groups in Nantong area characterized by sandy clay are analyzed and compared. The results show that compaction effects produce a significant impact on the beating capacity of precast static pressure pile. The bearing capacity of pile can be improved by preconstructing static piles. |
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| Keywords: | Nantong compaction effect static pressure pile bearing capacity |
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