| dc.contributor.author | Mohamed Ashour | |
| dc.contributor.author | Gary Norris | |
| dc.contributor.author | Patrick Pilling | |
| dc.date.accessioned | 2017-05-08T21:25:02Z | |
| dc.date.available | 2017-05-08T21:25:02Z | |
| dc.date.copyright | July 2002 | |
| dc.date.issued | 2002 | |
| dc.identifier.other | %28asce%291084-0702%282002%297%3A4%28245%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/50633 | |
| dc.description.abstract | This paper demonstrates the application of the strain wedge (SW) model to assess the response of laterally loaded isolated long piles, drilled shafts, and pile groups in layered soil (sand and/or clay) and rock deposits. The basic goal of this paper is to illustrate the capabilities of the SW model versus other procedures and approaches. The SW model has been validated and verified through several comparison studies with model- and full-scale lateral load tests. Several factors and features related to the problem of a laterally loaded isolated pile and pile group are covered by the SW model. For example, the nonlinear behavior of both soil and pile material, the soil-pile interaction (i.e., the assessment of the | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Strain Wedge Model Capability of Analyzing Behavior of Laterally Loaded Isolated Piles, Drilled Shafts, and Pile Groups | |
| dc.type | Journal Paper | |
| dc.journal.volume | 7 | |
| dc.journal.issue | 4 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)1084-0702(2002)7:4(245) | |
| dc.tree | Journal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 004 | |
| dc.contenttype | Fulltext | |
