| contributor author | K. Chandrashekhara | |
| contributor author | P. Gopalakrishnan | |
| date accessioned | 2017-05-08T22:04:11Z | |
| date available | 2017-05-08T22:04:11Z | |
| date copyright | April 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9399%281983%29109%3A2%28377%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/70420 | |
| description abstract | An elasticity solution is presented for a semi‐infinite transversely isotropic medium having a circular cylindrical hole with an elastic lining. The lining is analyzed as an orthotropic shell. The general solution obtained is specialized for the cases of rigid lining and no lining. Numerical results are presented for these two cases for different sets of anisotropic clastic constants valid for soil. The solution can also be reduced to the case of an isotropic medium (with or without lining) and some typical results obtained for this case without lining are compared with the available results. | |
| publisher | American Society of Civil Engineers | |
| title | Transversely Isotropic Medium with Lined Hole | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 2 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1983)109:2(377) | |
| tree | Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 002 | |
| contenttype | Fulltext | |
