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...

詳細記述

書誌詳細
主要な著者: Martin, C, Houlsby, G
フォーマット: Journal article
言語:English
出版事項: Thomas Telford Services Ltd 2000