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Advanced design of pile foundations under lateral loading
"This book presents models that capture the nonlinear response of piles subjected to lateral forces. Utilising a consistent approach encompassing new mathematical models, it offers solutions presented as closed-form expressions and underpinned by the same set of 3-5 measurable soil-input parameters. These focus on nonlinear response of mono piles, anchored piles, pile groups, and torsional piles, as well as passive piles subjected to soil movement induced in shearing, sliding slopes or excavation, and earthquake shaking. The models can also be used for pipelines and similar beam structures. The book is ideal for practising foundation engineers and students at graduate level"--
Advanced design of pile foundations under lateral loading
"This book presents models that capture the nonlinear response of piles subjected to lateral forces. Utilising a consistent approach encompassing new mathematical models, it offers solutions presented as closed-form expressions and underpinned by the same set of 3-5 measurable soil-input parameters. These focus on nonlinear response of mono piles, anchored piles, pile groups, and torsional piles, as well as passive piles subjected to soil movement induced in shearing, sliding slopes or excavation, and earthquake shaking. The models can also be used for pipelines and similar beam structures. The book is ideal for practising foundation engineers and students at graduate level"--
Advanced design of pile foundations under lateral loading
Guo, Wei Dong (author)
First edition
2024
xvi, 259 Seiten
Illustrationen, Diagramme
Literaturverzeichnis: Seite 247-254
Book
English
Lateral loading of pile foundations due to embankment construction
British Library Conference Proceedings | 2010
|Forces in Pile Foundations under Seismic Loading
Online Contents | 1996
|Pile groups under cyclic lateral loading
TIBKAT | 2020
|