| 浅析人工挖孔桩与独立基础地基承载力的差别 |
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| 引用本文： | 陈钏,何琴.浅析人工挖孔桩与独立基础地基承载力的差别[J].山西建筑,2008,34(13):120-121. |
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| 作者姓名： | 陈钏 何琴 |
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| 作者单位： | 1. 中交第三航务工程局有限公司,福建厦门,361012
2. 中南大学资安院,湖南长沙,410083 |
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| 摘 要： | 结合湖南长沙某小区基础工程实际,采用太沙基和梅耶霍夫理论开展独立基础和人工挖孔桩地基承载力的计算,得出采用两种基础形式时地基承载力的差别,对基础工程的安全性、经济性和高效性有极大意义。
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| 关 键 词： | 地基极限承载力 人工挖孔桩 独立基础 太沙基理论 梅耶霍夫理论 |
| 文章编号： | 1009-6825(2008)13-0120-02 |
| 修稿时间： | 2007年12月29 |
Analysis the difference between the artificial excavate pile and the independent foundation |
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| CHEN Chuan,HE Qin.Analysis the difference between the artificial excavate pile and the independent foundation[J].Shanxi Architecture,2008,34(13):120-121. |
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| Authors: | CHEN Chuan HE Qin |
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| Affiliation: | CHEN Chuan HE Qin |
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| Abstract: | Coupling the research projects of the foundation in one area of Changsha in Hunan tightly,using Terzaghi and Meyerhof theory to calculate the foundation bearing capacity of independent foundation and artificial excavate pile,educe the difference of bearing capacity of foundation under the two foundation forms,it has big meaning to the security,economy and efficiency. |
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| Keywords: | ultimate bearing capacity of foundation artificial excavate pile independent foundation Terzaghi theory Meyerhof theory |
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