| contributor author | Itzhak Shmulevich | |
| contributor author | Naftali Galili | |
| date accessioned | 2017-05-08T21:02:12Z | |
| date available | 2017-05-08T21:02:12Z | |
| date copyright | July 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-947x%281986%29112%3A4%28345%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/36263 | |
| description abstract | An experimental study of the interaction of soil and buried pipes was carried out with a view to improve underground pipeline design. Six pipes of different rigidities were tested in a large soil box. Radial deflections and tangential strains in the pipe wall were measured at different loads and laying conditions. Nondimensional deflections and ring bending moments were calculated for a wide range of pipe‐soil stiffness ratios. Simple expressions for short‐term behavior of buried pipes are presented. | |
| publisher | American Society of Civil Engineers | |
| title | Deflections and Bending Moments in Buried Pipes | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 4 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)0733-947X(1986)112:4(345) | |
| tree | Journal of Transportation Engineering, Part A: Systems:;1986:;Volume ( 112 ):;issue: 004 | |
| contenttype | Fulltext | |
