| contributor author | Kasinathan | |
| contributor author | Muthukkumaran | |
| date accessioned | 2017-05-08T21:45:46Z | |
| date available | 2017-05-08T21:45:46Z | |
| date copyright | February 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000307.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61694 | |
| description abstract | An extensive program of laboratory model tests was undertaken to study the effect of slope and loading direction on laterally loaded piles in cohesionless soil. The paper includes studies of the effect of distance from the crest of the slope (both slope side and embankment side), soil properties, and loading direction (both forward in the direction of the slope and reverse loading). The pile lateral capacity in sloping ground was compared with that in horizontal ground. From the experimental investigation, it is observed that when piles installed in sloping ground undergo forward loading, lateral capacities of the piles are almost reached at 8% of the pile diameter in loose-to-medium dense soil and 16% of the pile diameter in dense soil. If the pile is placed | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Slope and Loading Direction on Laterally Loaded Piles in Cohesionless Soil | |
| type | Journal Paper | |
| journal volume | 14 | |
| journal issue | 1 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000293 | |
| tree | International Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 001 | |
| contenttype | Fulltext | |