| contributor author | P. H. S. W. Kulatilake | |
| contributor author | G. Shou | |
| contributor author | T. H. Huang | |
| date accessioned | 2017-05-08T20:37:30Z | |
| date available | 2017-05-08T20:37:30Z | |
| date copyright | November 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9410%281995%29121%3A11%28789%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21560 | |
| description abstract | In general, roughness profiles of rock joints consist of nonstationary and stationary components. At the simplest level, only one parameter is necessary to quantify nonstationary joint roughness. To capture the nonstationary roughness, it is suggested that the average inclination angle | |
| publisher | American Society of Civil Engineers | |
| title | Spectral-Based Peak-Shear-Strength Criterion for Rock Joints | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 11 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1995)121:11(789) | |
| tree | Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 011 | |
| contenttype | Fulltext | |
