A CLOSED-FORM PROBABILISTIC SOLUTION FOR EVALUATING THE BEARING CAPACITY OF SHALLOW FOUNDATIONS

被引：16

作者：

CHERUBINI, C

机构：

[1] Univ of Bari, Italy

来源：

CANADIAN GEOTECHNICAL JOURNAL | 1990年 / 27卷 / 04期

关键词：

17;

D O I：

10.1139/t90-067

中图分类号：

P5 [地质学];

学科分类号：

0709 [地质学]; 081803 [地质工程];

摘要：

A closed-form solution for the probabilistic evaluation of shallow foundation bearing capacity according to the model proposed by Terzaghi, as modified by Krizek, is described. A numerical example explains the method of computation. -Author

引用

页码：526 / 529

页数：4

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[3]

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[4]

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[5]

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[6]

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[7]

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[9]

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[10]

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