Minimum Undrained Strength of Two SandsSource: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 006Author:J.‐M. Konrad
DOI: 10.1061/(ASCE)0733-9410(1990)116:6(932)Publisher: American Society of Civil Engineers
Abstract: Results of consolidated isotropically undrained triaxial tests (CIU) on samples of reconstituted sands are presented to establish the conditions required to induce strain‐softening during monotonic loading. It is found that the mean steady‐state line (
|
Collections
Show full item record
| 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%28932%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20651 | |
| description abstract | Results of consolidated isotropically undrained triaxial tests (CIU) on samples of reconstituted sands are presented to establish the conditions required to induce strain‐softening during monotonic loading. It is found that the mean steady‐state line ( | |
| publisher | American Society of Civil Engineers | |
| title | Minimum Undrained Strength of Two 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(932) | |
| tree | Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 006 | |
| contenttype | Fulltext |