| contributor author | N. K. Samadhiya | |
| contributor author | M. N. Viladkar | |
| contributor author | Moataz A. Al-Obaydi | |
| date accessioned | 2017-05-08T21:32:05Z | |
| date available | 2017-05-08T21:32:05Z | |
| date copyright | March 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%291532-3641%282008%298%3A2%28157%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/55152 | |
| description abstract | In this technical note, rock mass has been regarded as an equivalent anisotropic continuum. Constitutive relationships for the rock masses have been derived. The approach aims to capture the overall behavior of the rock mass based on the constitutive characteristics of intact rock and rock joints including their orientation, spacing, roughness (waviness), number of joint sets, block size, and normal and shear stiffness, etc. This model has been applied to analyze a tunnel using a software package developed for the purpose, with satisfactory results. | |
| publisher | American Society of Civil Engineers | |
| title | Numerical Implementation of Anisotropic Continuum Model for Rock Masses | |
| type | Journal Paper | |
| journal volume | 8 | |
| journal issue | 2 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)1532-3641(2008)8:2(157) | |
| tree | International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 002 | |
| contenttype | Fulltext | |
