| contributor author | Woojin Lee | |
| contributor author | N. C. Bohra | |
| contributor author | A. G. Altschaeffl | |
| contributor author | T. D. White | |
| date accessioned | 2017-05-08T21:26:02Z | |
| date available | 2017-05-08T21:26:02Z | |
| date copyright | February 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%291090-0241%281997%29123%3A2%28131%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51299 | |
| description abstract | Resilient modulus tests were performed on three clayey subgrade soils with repeated-loading triaxial test equipment. For the laboratory-compacted samples, stress at 1% axial strain from the conventional unconfined compression test ( | |
| publisher | American Society of Civil Engineers | |
| title | Resilient Modulus of Cohesive Soils | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(1997)123:2(131) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 002 | |
| contenttype | Fulltext | |
