Minimum Undrained Strength Versus Steady‐State Strength of SandsSource: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 006Author:J.‐M. Konrad
DOI: 10.1061/(ASCE)0733-9410(1990)116:6(948)Publisher: American Society of Civil Engineers
Abstract: Available consolidated isotropically undrained triaxial tests (CIU) on samples of reconstituted sands are analyzed in terms of the
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| contributor author | J.‐M. Konrad | |
| date accessioned | 2017-05-08T20:35:44Z | |
| date available | 2017-05-08T20:35:44Z | |
| date copyright | June 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9410%281990%29116%3A6%28948%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20652 | |
| description abstract | Available consolidated isotropically undrained triaxial tests (CIU) on samples of reconstituted sands are analyzed in terms of the | |
| publisher | American Society of Civil Engineers | |
| title | Minimum Undrained Strength Versus Steady‐State Strength of Sands | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 6 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1990)116:6(948) | |
| tree | Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 006 | |
| contenttype | Fulltext |