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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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書誌詳細
主要な著者:	Al-Shenawy, Abdulhafiz O., Al-Karni, Awad A.
フォーマット:	論文
言語:	English English
出版事項:	Universiti Putra Malaysia Press 2005
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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