2022
DOI: 10.2478/ceer-2022-0032
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Modulus of Laterally Loaded Pile in Cohesionless Slope Crest with Varying Condition

Abstract: Soil - structure interaction behaviour of pile foundation is complex for heavier structures which suffer large lateral load due to wind, wave action etc., in addition to the large vertical and oblique load. The parameters involved in determining the lateral capacity of the foundation are its structural geometry, soil properties and ground condition. The behaviour is different for horizontal ground compared to the sloping ground; it is even different under loading and unloading conditions. In this study, the mo… Show more

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Cited by 2 publications
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