| 程刚.带挡墙的散料堆棚排架柱下独立基础地基承载力计算[J].水泥工程,2015,28(6):16-19 |
| 带挡墙的散料堆棚排架柱下独立基础地基承载力计算 |
| Calculation of bearing capacity of the foundation of the bulk retaining wall |
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| DOI：10.13697/j.cnki.32-1449/tu.2015.06.005 |
| 中文关键词: 带挡墙柱独立基础 地基承载力 汉森公式 规范公式 |
| 英文关键词: independent foundation bases with block wall, foundation bearing force, HANSEN formula, formal formula. |
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| 摘要点击次数: 1819 |
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| 中文摘要: |
| 在水泥厂中大跨度散料堆棚为了增加储量往往设有挡料墙，这些堆棚的排架柱或门架柱独立基础在较大散料水平推力作用下，基础处于较大的大偏心受压状态，常用的规范计算方法对于此类地基承载力的计算考虑不够全面。结合实际工程分别采用规范公式和汉森极限承载力公式对比分析,并对汉森极限承载力公式各个参数含义及计算公式进行总结,为工程设计者在今后的设计中提供除规范公式外，另一种全面、合理且实用的独立柱基基础地基承载力的计算方法。 |
| 英文摘要: |
| In order to increase storage capacity of long span stock shed in cement plant, normally, block walls have adopted. The foundations of stack columns or door frame columns bear lateral axial compression forces under horizontal force of stack materials. The regular foundation bearing force calculations are not adequate for this condition. Giving considerations to actual engineering project, using formal formula and HANSEN limited bear force formulas, comparing with each other, the essay summaries of every parameters meaning and formulas. It provides formal formula and an alternative, comprehensive, practical, independent method for calculating foundation bases bearing forces. |
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