Derivation of Bearing Capacity Equation for a Two Layered System of Weak Clay Layer Overlaid by Dense Sand Layer
Calculation of the ultimate bearing capacity of shallow footing on a two layered system of soil depends on the pattern of the failure surface that develops below the footing. For a weak clay layer overlaid by a top dense sand layer, previous studies assumed that the failure surface is a punching...
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| 主要な著者: | , |
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| フォーマット: | 論文 |
| 言語: | English English |
| 出版事項: |
Universiti Putra Malaysia Press
2005
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| オンライン･アクセス: | http://psasir.upm.edu.my/id/eprint/3865/1/Pages_from_JST_VOL._13_NO._2-6.pdf http://psasir.upm.edu.my/id/eprint/3865/ |
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