| contributor author | Christopher R. McGann | |
| contributor author | Pedro Arduino | |
| contributor author | Peter Mackenzie-Helnwein | |
| date accessioned | 2017-05-08T21:47:07Z | |
| date available | 2017-05-08T21:47:07Z | |
| date copyright | June 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000484.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62250 | |
| description abstract | This paper presents a kinematic analysis of a single pile embedded in a laterally spreading layered soil profile and discusses the relevancy of conventional analysis models to this load case. The research encompasses the creation of three-dimensional (3D) finite-element (FE) models using the OpenSees FE analysis platform. These models consider a single pile embedded in a layered soil continuum. Three reinforced concrete pile designs are considered. The piles are modeled using beam-column elements and fiber-section models. The soil continuum is modeled using brick elements and a Drucker-Prager constitutive model. The soil-pile interface is modeled using beam-solid contact elements. The FE models are used to evaluate the response of the soil-pile system to lateral spreading and two alternative lateral load cases. Through the computation of force density-displacement ( | |
| publisher | American Society of Civil Engineers | |
| title | Applicability of Conventional p-y Relations to the Analysis of Piles in Laterally Spreading Soil | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 6 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000468 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 006 | |
| contenttype | Fulltext | |
