| contributor author | J. H. Atkinson | |
| contributor author | D. Richardson | |
| contributor author | P. J. Robinson | |
| date accessioned | 2017-05-08T20:34:30Z | |
| date available | 2017-05-08T20:34:30Z | |
| date copyright | December 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9410%281987%29113%3A12%281468%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20024 | |
| description abstract | Theories for soil deformation and strength have generally been developed from tests on isotropically consolidated samples. However, evidence from tests on anisotropically consolidated reconstituted soils and natural soils suggests that there are major differences between the behavior of one‐dimensionally | |
| publisher | American Society of Civil Engineers | |
| title | Compression and Extension of K0 Normally Consolidated Kaolin Clay | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1987)113:12(1468) | |
| tree | Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 012 | |
| contenttype | Fulltext | |
