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Lateral Cyclic Response of Pile in Viscoelastic Winkler Subgrade

โœ Scribed by Yao, Shintaro; Nogami, Toyoaki


Book ID
121358250
Publisher
American Society of Civil Engineers
Year
1994
Tongue
English
Weight
706 KB
Volume
120
Category
Article
ISSN
0733-9399

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A generalized spring multi-Winkler model is developed for the static and dynamic response of rigid caisson foundations of circular, square, or rectangular plan, embedded in a homogeneous elastic. The model, referred to as a four-spring Winkler model, uses four types of springs to model the interacti