| 大基础地基压缩层深度计算方法的研究 |
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| 引用本文： | 何颐华,季婉如. 大基础地基压缩层深度计算方法的研究[J]. 建筑结构学报, 1984, 5(1): 56-63 |
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| 作者姓名： | 何颐华 季婉如 |
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| 作者单位： | 中国建筑科学研究院,核工业部第二研究设计院 |
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| 摘 要： | 本文通过对大基础地基压缩层深度计算和工程实测结果的对比分析,提出了对不同土类地基上方形、矩形及带形基础地基压缩层深度的计算方法。该计算方法使用方便,其计算结果与实际情况较为接近,可供科研、勘察、设计及施工人员参考。
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| 收稿时间： | 1984-02-05 |
| 修稿时间： | 1984-02-05 |
Method for Calculating Compression Depth of Subsoil under Large Foundation |
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| He Yihua Ji Wanru Design Institute of Ministryof Nuclear Industry ). Method for Calculating Compression Depth of Subsoil under Large Foundation[J]. Journal of Building Structures, 1984, 5(1): 56-63 |
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| Authors: | He Yihua Ji Wanru Design Institute of Ministryof Nuclear Industry ) |
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| Affiliation: | He Yihua Ji Wanru( China Academy of ( The Second Research andBuilding Research ) Design Institute of Ministryof Nuclear Industry ) |
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| Abstract: | A method for calculating the compression depth of different subsoil under square, rectangular, and strip foundation is presented based upon the comparison and analysis of results from computation of subsoil compressive depth under large foundations and from field measurement of certain projects. The method given in this paper is simple in use and its results are closer to the actual conditions. It can be used as a reference for those engaged jn scientific research, exploration, design, and construction. |
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