| contributor author | L. Yang | |
| contributor author | R. L. Sterling | |
| date accessioned | 2017-05-08T20:35:27Z | |
| date available | 2017-05-08T20:35:27Z | |
| date copyright | August 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9410%281989%29115%3A8%281163%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20504 | |
| description abstract | A boundary element method is presented for the ``back analysis'' of convergence measurements and measurements of the stress tangential to the tunnel circumference in an unlined tunnel following its excavation. When measurements are made of tunnel convergence between three points on the tunnel circumference and tangential stress at two points on the tunnel circumference, this method enables estimates to be made of (1); The modulus of elasticity of the rock mass; (2) the Poisson's ratio of the rock mass; and (3) the initial stress field in the vicinity of the tunnel. | |
| publisher | American Society of Civil Engineers | |
| title | Back Analysis of Rock Tunnel Using Boundary Element Method | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1989)115:8(1163) | |
| tree | Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 008 | |
| contenttype | Fulltext | |
