Abstract
In this study, lateral loaded single pile either with rubber bedded were analyzed in cohesionless soil. By rubber bedding how differated the moment values and pile length, head diameter ratio. For this purpose 3 different pile diameter such as 0,40m., 0,60m.,0,80m. 2 different volume rubber bedding and every combination was analyzed with two L/D values. In total 18 plaxis 2D analyzes exist in the study. Lateral loaded single pile interacts with soil either different with rubber bedded one and soil structure interface has been important parameter. Rubber bedding reduces moment values throught the pile length.This reducing factor allows the designer more economical and secured values. On the other hand pile’s different L/D ratios gives varying values on moment either in rubber bedded either in dense sand. By foreseeing this design parameter is important for more economical and efficient designing.
Sign-in/Register to access full text options 
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
