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对地基承载力的探讨

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【摘要】 按现行地基基础设计规范计算出来的基础与用旧规范计算的结果相比较,出现了较大的差别。通过对两规范地基承载力的分析比较,探讨两规范承载力计算公式不成比例关系而出现基础偏大或偏小的情况。

【Abstract】 Comparing the calculated foundations based on current and old foundation design specifications,it is found that they differ significantly. Through comparing and analyzing these two specifications and the calculated results of foundation bearing capacity, this paper discusses the not proportional relation between formulas for foundation bearing capacity in these two specifications, and thus result the calculated foundations inclining to large or small side’

  • 【文献出处】 河北电力技术 ,HEBEI ELECTRIC POWER , 编辑部邮箱 ,1999年03期
  • 【分类号】TU470
  • 【被引频次】1
  • 【下载频次】39
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