Rathod, Deendayal and Muthukkumaran, K and Sitharam, TG (2018) Behaviour of Laterally Loaded Piles in Soft Clay on Sloping Ground. In: 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, 2017, EGYPT, pp. 149-163.
Full text not available from this repository.Abstract
This paper presents the results of static lateral load test carried out on single aluminum model pile embedded in soft clay (consistency index Ic = 0.42) on sloping ground. A series of laboratory model test had been carried out on the instrumented aluminum model pile on sloping ground of varying slopes (1V:1H, 1V:3H and 1V:5H) and with varying embedment length to diameter ratio (L/D) of 20, 25 and 30. From the experimental studies, it was observed that when ground surface changes from horizontal to steep slope (1V:1H), the reduction in pile capacity for L/D ratios 20, 25 and 30 was nearly 50%, 46% and 36% respectively, where as for ground surface changes from horizontal to 1V:5H slope, the reduction in pile capacity was observed to be 1-2% for all L/D ratios (20, 25 and 30).
| Item Type: | Conference Proceedings |
|---|---|
| Series.: | Sustainable Civil Infrastructures |
| Publisher: | SPRINGER INTERNATIONAL PUBLISHING AG |
| Additional Information: | 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, EGYPT, 2017 |
| Department/Centre: | Division of Mechanical Sciences > Civil Engineering |
| Date Deposited: | 07 Feb 2019 05:26 |
| Last Modified: | 07 Feb 2019 05:26 |
| URI: | http://eprints.iisc.ac.in/id/eprint/61620 |
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