| contributor author | X. P. Shi | |
| contributor author | T. F. Fwa | |
| contributor author | S. A. Tan | |
| date accessioned | 2017-05-08T21:03:49Z | |
| date available | 2017-05-08T21:03:49Z | |
| date copyright | September 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%290733-947x%281999%29125%3A5%28449%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/37213 | |
| description abstract | This paper derives an analytical solution for a three-slab system resting on a Pasternak foundation. Joint transfer between slabs is considered in the analysis. The basic equations are based on Reissner's thick-plate theory, and modified to include the Pasternak foundation model. The transverse shear deformation in the slabs and the transverse connection in the foundation are considered in the three-thick-plate model. The solution of the three-thick-plate system are arrived at by considering the solutions of three elemental plates, one with four “guided support” edges and two with two “guided support” edges and two free edges. For each slab of the three-slab system, its solution is obtained by superposing the solutions of appropriate elemental plates. The central slab can be represented by superposing three elemental thick plates, while the two-edge slabs by four-elemental-thick plates each. The derived solutions were verified using numerical examples against solutions by finite-element methods. | |
| publisher | American Society of Civil Engineers | |
| title | Three-Slab Model for Concrete Pavements | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 5 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)0733-947X(1999)125:5(449) | |
| tree | Journal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 005 | |
| contenttype | Fulltext | |
