Evaluating group action of piles under lateral loads in sand
| dc.contributor.author | Arsoy, A | |
| dc.contributor.author | Prakash, S | |
| dc.date.accessioned | 2024-07-18T11:47:05Z | |
| dc.date.available | 2024-07-18T11:47:05Z | |
| dc.description.abstract | Group Reduction Factor, G. (Davisson, 1970). for prediction of pile group behavior appears to be somewhat conservative (Prakash and Prakash, 1989). In this study the results of 14-full scale tests on piles in sand were analyzed to evaluate G, and shown that G, is a function of pile spacing, displacement and relative density. Group action disappears at 6-diameter pile spacing for 2x2 groups and 7-diameter pile spacing for groups having six piles or less in the direction of loading. | |
| dc.identifier.uri | http://akademikarsiv.cbu.edu.tr:4000/handle/123456789/3259 | |
| dc.language.iso | English | |
| dc.publisher | A A BALKEMA PUBLISHERS | |
| dc.title | Evaluating group action of piles under lateral loads in sand | |
| dc.type | Proceedings Paper |