Combined loading of spudcan foundations on clay: laboratory tests
Recent research has shown that work-hardening plasticity theory provides a suitable framework for interpreting and predicting the load-displacement behaviour of rigid shallow foundations under combined vertical, moment and horizontal loading. Most previous work has, however, been restricted to footi...
主要な著者: | Martin, C, Houlsby, G |
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フォーマット: | Journal article |
言語: | English |
出版事項: |
Thomas Telford Services Ltd
2000
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