| contributor author | M. Ashour | |
| contributor author | P. Pilling | |
| contributor author | G. Norris | |
| date accessioned | 2017-05-08T21:27:59Z | |
| date available | 2017-05-08T21:27:59Z | |
| date copyright | June 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%291090-0241%282004%29130%3A6%28580%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52516 | |
| description abstract | Assessment of the response of a laterally loaded pile group based on soil–pile interaction is presented in this paper. The behavior of a pile group in uniform and layered soil (sand and/or clay) is evaluated based on the strain wedge model approach that was developed to analyze the response of a long flexible pile under lateral loading. Accordingly, the pile’s response is characterized in terms of three-dimensional soil–pile interaction which is then transformed into its one-dimensional beam on elastic foundation equivalent and the associated parameter (modulus of subgrade reaction | |
| publisher | American Society of Civil Engineers | |
| title | Lateral Behavior of Pile Groups in Layered Soils | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 6 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2004)130:6(580) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 006 | |
| contenttype | Fulltext | |
