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Settlement based load capacity curve for single helix helical pile in c - ϕ soil

Helical piles are getting increasingly popular for lightweight engineering applications. Currently, the helical pile is mostly designed with torque capacity; however, it cannot explain the foundation's anticipated settlement. The current study developed a settlement-based design technique to determi...

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Autors principals: Nur Mohammad Shuman, Sadik Khan, Farshad Amini
Format: Artigo
Idioma:Inglês
Publicat: Elsevier 2023-02-01
Col·lecció:Soils and Foundations
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Accés en línia:http://www.sciencedirect.com/science/article/pii/S0038080622001731
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