| contributor author | Debarghya Chakraborty | |
| contributor author | Jyant Kumar | |
| date accessioned | 2017-05-08T22:32:24Z | |
| date available | 2017-05-08T22:32:24Z | |
| date copyright | February 2016 | |
| date issued | 2016 | |
| identifier other | 48927022.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/82262 | |
| description abstract | The vertical uplift resistance of interfering pipelines buried in sands has been computed using the lower-bound limit analysis in conjunction with finite elements and nonlinear optimization. The soil mass is assumed to follow the Mohr-Coulomb failure criterion and an associated flow rule. It is specified that all the pipes fail simultaneously at the same magnitude of the failure load. For different clear spacing ( | |
| publisher | American Society of Civil Engineers | |
| title | Uplift Resistance of Interfering Pipelines Buried in Sand | |
| type | Journal Paper | |
| journal volume | 7 | |
| journal issue | 1 | |
| journal title | Journal of Pipeline Systems Engineering and Practice | |
| identifier doi | 10.1061/(ASCE)PS.1949-1204.0000217 | |
| tree | Journal of Pipeline Systems Engineering and Practice:;2016:;Volume ( 007 ):;issue: 001 | |
| contenttype | Fulltext | |
