| 南京地区中风化较软岩地区嵌岩桩单桩竖向承载力计算分析 |
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| 引用本文： | 贺锦美,曾素娟.南京地区中风化较软岩地区嵌岩桩单桩竖向承载力计算分析[J].河南科学,2012,30(11):1624-1627. |
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| 作者姓名： | 贺锦美 曾素娟 |
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| 作者单位： | 1. 中煤科工集团南京设计研究院,南京,210031
2. 华森建筑与工程设计顾问有限公司南京分公司,南京,210005 |
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| 摘 要： | 对南京地区嵌岩桩桩基设计中新旧国家桩基规范、地方规范及公路和铁路行业规范结合工程实例进行了分析比较,得出了不同规范所得单桩竖向承载力的相应关系,为该地区嵌岩桩设计提供参考.
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| 关 键 词： | 桩基 嵌岩桩 单桩竖向承载力 |
Calculation and Analysis for Ultimate Vertical Bearing Capacity of a Rock-socketed Pile in Moderately Weathered Softer Rock in Nanjing Area |
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| He Jinmei
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Zeng Sujuan.Calculation and Analysis for Ultimate Vertical Bearing Capacity of a Rock-socketed Pile in Moderately Weathered Softer Rock in Nanjing Area[J].Henan Science,2012,30(11):1624-1627. |
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| Authors: | He Jinmei Zeng Sujuan |
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| Institution: | 1. Nanjing Design ＆ Research Institute, China Coal Technology ＆ Engineering Group, Nanjing 210031, China 2. Nanjing Branch Company, Shenzhen Huasen Architectural ＆ Engineering Designing Consultant Co., Ltd., Nanjing 210005, China) |
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| Abstract: | Through analyzing and comparing for new and old national code of pile foundation, local code, highway code, and railway code of pile foundation design on rock-socketed pile in Nanjing area, combined with engineering instanees,a conclution can be drawn,which is the corresponding relationship of vertical carrying capacity of single pile among different codes. A reference for design of rock-socketed pile in the region is provided. |
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| Keywords: | pile foundation rock-socketed pile ultimate vertical bearing capacity of a single pile |
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