| contributor author | J. Wang | |
| contributor author | S. K. Haigh | |
| contributor author | G. Forrest | |
| contributor author | N. I. Thusyanthan | |
| date accessioned | 2017-05-08T21:58:03Z | |
| date available | 2017-05-08T21:58:03Z | |
| date copyright | November 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29ps%2E1949-1204%2E0000146.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67648 | |
| description abstract | Buried pipelines may be subject to upheaval buckling because of thermally induced compressive stresses. As the buckling load of a strut decreases with increasing out of straightness, not only the maximum available resistance from the soil cover, but also the movement of the pipeline required to mobilize this are important factors in design. This paper will describe the results of 15 full-scale laboratory tests that have been carried out on pipeline uplift in both sandy and rocky backfills. The cover to diameter ratio ranged from 0.1 to 6. The results show that mobilization distance exhibits a linear relationship with | |
| publisher | American Society of Civil Engineers | |
| title | Mobilization Distance for Upheaval Buckling of Shallowly Buried Pipelines | |
| type | Journal Paper | |
| journal volume | 3 | |
| journal issue | 4 | |
| journal title | Journal of Pipeline Systems Engineering and Practice | |
| identifier doi | 10.1061/(ASCE)PS.1949-1204.0000099 | |
| tree | Journal of Pipeline Systems Engineering and Practice:;2012:;Volume ( 003 ):;issue: 004 | |
| contenttype | Fulltext | |
