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A platform for research: civil engineering, architecture and urbanism
Numerical Modeling of Granular Anchor Pile System in Loose Sandy Soil Subjected to Uplift Loading
Abstract During the last few decades various researchers have proposed appropriate experimental and numerical methods to estimate the uplift capacity of granular anchor piles (GAPs) in expansive soils. Surprisingly, very few studies have been performed to determine the uplift capacity of GAPs in loose sands. This paper presents the results of the numerical study to estimate the ultimate uplift capacity of group piles. Numerical analysis is performed using finite element software PLAXIS-3D. The foundation system is assumed to consist of a different number of regularly spaced GAPs installed in loose sandy soils. The analysis examines the influence of factors such as number of piles n and length L to width D ratio, and properties of the granular pile material and compares the efficiency of group of GAP systems of different configurations.
Numerical Modeling of Granular Anchor Pile System in Loose Sandy Soil Subjected to Uplift Loading
Abstract During the last few decades various researchers have proposed appropriate experimental and numerical methods to estimate the uplift capacity of granular anchor piles (GAPs) in expansive soils. Surprisingly, very few studies have been performed to determine the uplift capacity of GAPs in loose sands. This paper presents the results of the numerical study to estimate the ultimate uplift capacity of group piles. Numerical analysis is performed using finite element software PLAXIS-3D. The foundation system is assumed to consist of a different number of regularly spaced GAPs installed in loose sandy soils. The analysis examines the influence of factors such as number of piles n and length L to width D ratio, and properties of the granular pile material and compares the efficiency of group of GAP systems of different configurations.
Numerical Modeling of Granular Anchor Pile System in Loose Sandy Soil Subjected to Uplift Loading
Kranthikumar, A. (author) / Sawant, V. A. (author) / Shukla, S. K. (author)
2016-05-14
7 pages
Article (Journal)
Electronic Resource
English
Predicting Uplift Behaviour of Anchor Pile in Loose Sandy Soil: A Numerical Analysis
| Springer Verlag | 2024
Numerical Study of Granular Anchor Pile Subjected to Uplift Load
| Springer Verlag | 2024