| contributor author | K. Madhusudan Reddy | |
| contributor author | R. Ayothiraman | |
| date accessioned | 2017-05-08T22:11:13Z | |
| date available | 2017-05-08T22:11:13Z | |
| date copyright | July 2015 | |
| date issued | 2015 | |
| identifier other | 37821850.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/73082 | |
| description abstract | model experiments were carried out in the laboratory to investigate the behavior of a single pile in sand under combined uplift and lateral load. Dimensions of the model pile were ascertained using physical scaling laws, based on adopted material properties of model and prototype pile foundations. The model pile is made up of aluminum and has outer and inner diameters of 25.4 and 19.0 mm, respectively. Different length-to-diameter ratios of 18, 28, and 38 are considered by varying the pile length to simulate behavior of both stiff and flexible piles. The test tank dimensions were chosen such that boundary effects are minimized. The size of the model steel tank is | |
| publisher | American Society of Civil Engineers | |
| title | Experimental Studies on Behavior of Single Pile under Combined Uplift and Lateral Loading | |
| type | Journal Paper | |
| journal volume | 141 | |
| journal issue | 7 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0001314 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 007 | |
| contenttype | Fulltext | |