| 砂土中管靴标贯与圆锥标贯之比较 |
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| 引用本文： | 刘彬,王新强.砂土中管靴标贯与圆锥标贯之比较[J].山西建筑,2014(12):93-94. |
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| 作者姓名： | 刘彬 王新强 |
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| 作者单位： | 中国石油天然气华东勘察设计研究院岩土工程处,山东青岛266071 |
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| 摘 要： | 通过对标准贯入试验原理和特点的介绍,结合具体工程实例,对管靴式标贯与圆锥式标贯进行了对比分析,讨论了两种标准贯入试验在砂土中的联系,总结了各自的优缺点,以供参考借鉴。
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| 关 键 词： | 标准贯入试验 管靴式 圆锥式 承载力 |
Comparison on standard shoe-style penetration and cone-style penetration in sandy soil |
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| LIU Bin,WANG Xin-qiang.Comparison on standard shoe-style penetration and cone-style penetration in sandy soil[J].Shanxi Architecture,2014(12):93-94. |
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| Authors: | LIU Bin WANG Xin-qiang |
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| Affiliation: | (Department of Geotechnical Engineering, China Petroleum Gas East China Survey ＆ Design Institute, Qingdao 266071, China) |
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| Abstract: | Through introducing the standard penetration testing principles and features, combining with specific engineering examples, the paper compares and analyzes the standard shoe-style penetration to cone-style penetration, discusses their relationship in sandy soil, and summarizes their merits and defects, with a view to provide some guidance. |
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| Keywords: | standard penetration test shoe-style cone-style bearing capacity |
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