| contributor author | Christian | |
| contributor author | Duenser | |
| contributor author | Klaus | |
| contributor author | Thoeni | |
| contributor author | Katharina | |
| contributor author | Riederer | |
| contributor author | Bernhard | |
| contributor author | Lindner | |
| contributor author | Gernot | |
| contributor author | Beer | |
| date accessioned | 2017-05-08T21:45:26Z | |
| date available | 2017-05-08T21:45:26Z | |
| date copyright | December 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000186.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61573 | |
| description abstract | In this paper, an innovative modeling approach is presented for the simulation of underground construction with the emphasis on tunneling. The boundary element method (BEM) is used, and the theoretical background is discussed first. This is followed by test examples, where the results are compared with results from available software, showing the efficiency and accuracy of the new method. Finally, a practical example considering nonlinear material, sequential excavation, and installation of ground support is presented. | |
| publisher | American Society of Civil Engineers | |
| title | New Developments of the Boundary Element Method for Underground Constructions | |
| type | Journal Paper | |
| journal volume | 12 | |
| journal issue | 6 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000173 | |
| tree | International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 006 | |
| contenttype | Fulltext | |
