| contributor author | David L. Guell | |
| date accessioned | 2017-05-08T21:02:09Z | |
| date available | 2017-05-08T21:02:09Z | |
| date copyright | November 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-947x%281985%29111%3A6%28607%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/36233 | |
| description abstract | A comparison of the design thickness of rigid pavement slabs as determined by the AASHTO and PCA methods is presented. The comparison is given for a wide range of truck volumes and axle weights to represent the loadings that are likely to occur on facilities ranging from residential streets to major freeways. The effect of foundation strength on slab thickness is also examined for each design method. | |
| publisher | American Society of Civil Engineers | |
| title | Comparison of Two Rigid Pavement Design Methods | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 6 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)0733-947X(1985)111:6(607) | |
| tree | Journal of Transportation Engineering, Part A: Systems:;1985:;Volume ( 111 ):;issue: 006 | |
| contenttype | Fulltext | |
