Effect of Eccentricity in Sandy Slope of Laterally Loaded Single Pile
An experimental study was proposed to understand the behaviour of single pile in sloping ground with various eccentricity. Cohesionless soil was used for conducting experiments with a horizontal ground and with a slope of 1V:2H. With calculated stiffness factor (T) as 92 mm, the eccentricity was var...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2019-12-01
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| Series: | Civil and Environmental Engineering |
| Subjects: | |
| Online Access: | http://www.degruyter.com/view/j/cee.2019.15.issue-2/cee-2019-0013/cee-2019-0013.xml?format=INT |