| contributor author | Lianyang Zhang | |
| date accessioned | 2017-05-08T21:46:51Z | |
| date available | 2017-05-08T21:46:51Z | |
| date copyright | September 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000359.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62121 | |
| description abstract | Determination of the deformability of jointed rock masses is an important and challenging task in rock mechanics and rock engineering. In this paper, simple expressions are derived for estimating the equivalent isotropic deformation properties of heavily jointed rock masses using the methodology of equivalent continuum approach. The derived expressions are compared with two analytical relations in the literature and the field test data relating rock quality designation (RQD) and deformation modulus ratio | |
| publisher | American Society of Civil Engineers | |
| title | Method for Estimating the Deformability of Heavily Jointed Rock Masses | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 9 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000344 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 009 | |
| contenttype | Fulltext | |
