| contributor author | T. S. Nagaraj | |
| contributor author | B. R. Srinivasa Murthy | |
| date accessioned | 2017-05-08T20:34:17Z | |
| date available | 2017-05-08T20:34:17Z | |
| date copyright | April 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9410%281986%29112%3A4%28484%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19900 | |
| description abstract | Overconsolidated soils exhibit a bilinear e-log p relationship. During virgin compression, microstructural units form larger stable groups, thereby reducing the operating specific surface and, in turn, net osmotic repulsive forces in the soil. The rebound portion of the e-log p curve is consequently flatter. The generalized relationship for compressibility of uncemented soils in the overconsolidated state has been developed in the form of e/e | |
| publisher | American Society of Civil Engineers | |
| title | Prediction of Compressibility of Overconsolidated Uncemented Soils | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1986)112:4(484) | |
| tree | Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 004 | |
| contenttype | Fulltext | |
