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논문 기본 정보

자료유형
학술저널
저자정보
Niroumand, Hamed (Department of Geotechnical Engineering, Faculty of Civil Engineering, Universiti Teknologi Malaysia) Kassim, Khairul Anuar (Department of Geotechnical Engineering, Faculty of Civil Engineering, Universiti Teknologi Malaysia)
저널정보
테크노프레스 Geomechanics & engineering Geomechanics & engineering 제6권 제4호
발행연도
2014.1
수록면
321 - 340 (20page)

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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 model was also carried out with 50 mm, 75 mm and 100 mm diameter of circular plates in loose sand. Agreement between the uplift responses from the physical model tests and finite element modeling using PLAXIS 2D, based on 100 mm computed maximum displacements was excellent for circular anchor plates. Numerical analysis using circular anchor plates was conducted based on hardening soil model (HSM). The research has showed that the finite element results gives higher than the experimental findings in the loose sand.

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