| contributor author | Paul W. Mayne | |
| date accessioned | 2017-05-08T20:33:28Z | |
| date available | 2017-05-08T20:33:28Z | |
| date copyright | October 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9410%281984%29110%3A10%281511%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19492 | |
| description abstract | Available laboratory data on clays tested for both lateral stress coefficient behavior and undrained shear strength are reviewed. Since the coefficient of earth pressure at-rest and normalized undrained shear strength during unloading are both functions of the overconsolidation ratio, direct relationships are formulated between the normalized at rest coefficient and normalized strength. | |
| publisher | American Society of Civil Engineers | |
| title | K0-Cu/συ0′ Trends for Overconsolidated Clays | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 10 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1984)110:10(1511) | |
| tree | Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 010 | |
| contenttype | Fulltext | |
