Load – Displacement Behaviour of a Pile on a Sloping Ground for Various L/D Ratios

An experimental study was carried out to understand the behaviour of a laterally loaded single pile on a slope with different length/diameter (L/D) ratios driven into cohesionless soil for a relative density of 70%. Static loading was applied in both forward and reverse directions for slopes of 1V:1...

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Bibliographic Details
Main Authors: Sivapriya S. V., Ramanathan Rahul
Format: Article
Language:English
Published: Sciendo 2019-03-01
Series:Slovak Journal of Civil Engineering
Subjects:
Online Access:http://www.degruyter.com/view/j/sjce.2019.27.issue-1/sjce-2019-0001/sjce-2019-0001.xml?format=INT

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