Uplift response of circular plates as symmetrical anchor plates in loose sand

Uplift response of symmetrical circular anchor plates has been evaluated in physical model tests and numerical simulation using Plaxis. The behavior of circular anchor plates during uplift test was studied by experimental data and finite element analyses in loose sand. Validation of the analysis mod...

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Butiran Bibliografi
Pengarang-pengarang Utama: Niroumand, Hamed, Kassim, Khairul Anuar
Format: Artikel
Diterbitkan: Techno-Press, Ltd. 2014
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Capaian Atas Talian:http://eprints.utm.my/63174/
http://eprints.utm.my/63174/
http://eprints.utm.my/63174/
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