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...
Main Authors: | , |
---|---|
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 |