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Pile Spacing Effects on Lateral Pile Group Behavior: Load Tests

Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2006
To investigate group interaction effects as a function of pile spacing, full-scale cyclic lateral load tests were performed on pile groups in stiff clay spaced at 3.3, 4.4, and 5.65 pile diameters in the direction of loading with as many as five rows of piles. Group interaction effects decreased considerably as pile spacing increased from 3.3 to 5.65D .
Kyle Rollins
exaly   +2 more sources

Evaluating the effect of pile spacing and configuration on the lateral resistance of pile groups

Marine Georesources & Geotechnology, 2020
In this study, the effects of pile spacing and pile group (PG) configuration on the static lateral resistance of PGs are investigated using finite element (FE) numerical modeling.
Ahmad Souri   +2 more
openaire   +1 more source

Dynamic Lateral Pile‐Group Effects

Journal of Geotechnical Engineering, 1983
Dynamic lateral pile‐group effects are studied parametrically for a linearly elastic soil‐pile‐structure system. The soil layer is assumed homogeneous, and all piles are identical and vertical. Pile‐group responses for the soil‐pile systems used in this study are affected primarily by the spacing ratio, the dimensionless frequency, and the directional ...
openaire   +1 more source

Effect of pile-cap connection on behavior of torsionally loaded pile groups

Journal of Zhejiang University-SCIENCE A, 2008
To evaluate the responses of fixed and pinned pile groups under torsion, a method is presented to analyze the nonlinear behavior of free-standing pile groups with rigid pile caps. The method is capable of simulating the nonlinear soil response in the near field using p-y and τ-θ curves, the far-field interactions through Mindlin’s and Randolph’s ...
Kong, Ling-gang, Zhang, Li-min
openaire   +2 more sources

Study on group pile effect of micropile group pile foundation in peaty soil area

2022
Rongquan Fan   +5 more
openaire   +1 more source

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