| contributor author | A. Klar | |
| contributor author | T. E. Vorster | |
| contributor author | K. Soga | |
| contributor author | R. J. Mair | |
| date accessioned | 2017-05-08T21:28:55Z | |
| date available | 2017-05-08T21:28:55Z | |
| date copyright | July 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291090-0241%282007%29133%3A7%28782%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/53170 | |
| description abstract | Solutions for the problem of tunneling effects on existing pipelines are given. The solution utilizes a boundary integral formulation for describing the elastic continuum, in conjunction with a limiting force to consider relative pullout failure. The solution requires estimation of soil and pipe elastic properties, relative pipe-soil uplift capacity, and the green field soil settlement profile given in the current paper as a modified Gaussian curve. Normalized graphs for the solution are given as a function of these input parameters. The solution method is compared and evaluated against a limited number of finite-element analysis. | |
| publisher | American Society of Civil Engineers | |
| title | Elastoplastic Solution for Soil-Pipe-Tunnel Interaction | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 7 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2007)133:7(782) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 007 | |
| contenttype | Fulltext | |