Effect of torsion on the undrained limiting lateral resistance of piles in clay

The behaviour of piles subjected to lateral loads has been explored by a number of investigators over the past five decades. However, the vast majority of previous literature have ignored the potential influence of additional torsional effects due to horizontal eccentricities of the applied lateral...

詳細記述

書誌詳細
主要な著者: Georgiadis, K, Sheil, B
フォーマット: Journal article
言語:English
出版事項: ICE Virtual Library 2019

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