| contributor author | Guilhem Mollon | |
| contributor author | Daniel Dias | |
| contributor author | Abdul-Hamid Soubra | |
| date accessioned | 2017-05-08T21:47:05Z | |
| date available | 2017-05-08T21:47:05Z | |
| date copyright | April 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000459.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62224 | |
| description abstract | A probabilistic analysis of the face stability of a tunnel driven by a compressed-air pressurized shield is presented. The collocation-based stochastic response surface methodology (CSRSM) is used. The deterministic model employed in the probabilistic analysis is analytical. A translational multiblock collapse mechanism in the framework of the kinematic theorem of limit analysis forms the basis of the analysis. The soil friction angle and cohesion are considered as random variables. CSRSM was first validated by the comparison of the results obtained from the original analytical deterministic model. Then, the influence of the probabilistic characteristics of the uncertain variables was studied. Contrary to the correlation between | |
| publisher | American Society of Civil Engineers | |
| title | Probabilistic Analysis of Pressurized Tunnels against Face Stability Using Collocation-Based Stochastic Response Surface Method | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000443 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 004 | |
| contenttype | Fulltext | |
