| 沈北某厂区流砂地基稳定性评价 |
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| 引用本文： | 杨永林,陈平湘,鲍巨才. 沈北某厂区流砂地基稳定性评价[J]. 有色矿冶, 2006, 22(3): 10-12 |
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| 作者姓名： | 杨永林 陈平湘 鲍巨才 |
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| 作者单位： | 1. 沈阳地球物理勘察院,辽宁,沈阳,110121
2. 辽宁省有色地质局108队,辽宁,沈阳,110121 |
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| 摘 要： | 通过对某厂区流砂地基的勘察,经野外原位测试、室内试验统计,饱和砂土因降水发生液化,降低地基土的承载力,不宜再采用浅基础.选择钢筋混凝土预制桩基础,保持建筑物的稳定性完好.
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| 关 键 词： | 流砂地基 饱和砂土 液化评价 承载力 预制桩基础 |
| 文章编号： | 1007-967X(2006)03-0010-03 |
| 修稿时间： | 2005-10-15 |
The Evaluation for the Stability of Drift Sand Ground in Shenbei |
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| YANG Yong-lin,CHEN Ping-xiang,BAO Ju-cai. The Evaluation for the Stability of Drift Sand Ground in Shenbei[J]. Non-Ferrous Mining and Metallurgy, 2006, 22(3): 10-12 |
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| Authors: | YANG Yong-lin CHEN Ping-xiang BAO Ju-cai |
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| Abstract: | We have explored the drift sand foundation in some factory area.After testing in fields,counting in the house,we have found that the saturated sandy oil has liquefaced became of the rainfall.It reduces the load-bearing force of the foundation.So it is not suitable for us to adapt the shallow ground,we must choose the reinforced concrete prefabricated pile ground in order to keep the buildings stable and complete. |
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| Keywords: | drift sand ground saturated sandy oil liquefaction evaluation load-bearing force prefabricated pile basis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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