| contributor author | Andrew J. Whittle | |
| contributor author | Don J. DeGroot | |
| contributor author | Charles C. Ladd | |
| contributor author | Tian‐Ho Seah | |
| date accessioned | 2017-05-08T20:37:03Z | |
| date available | 2017-05-08T20:37:03Z | |
| date copyright | January 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9410%281994%29120%3A1%28199%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21327 | |
| description abstract | This paper investigates predictive capabilities of the effective stress soil model MIT‐E3 (described in a companion paper) through detailed comparisons with laboratory test data for Boston blue clay (BBC). The main focus of these evaluations is predictions of anisotropic stress‐strain behavior using data from two special laboratory shear devices: the directional shear cell (DSC), and the multi‐directional direct simple shear apparatus (MDSS). Input parameters are first estimated from standard types of laboratory data, including one‐dimensional ( | |
| publisher | American Society of Civil Engineers | |
| title | Model Prediction of Anisotropic Behavior of Boston Blue Clay | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1994)120:1(199) | |
| tree | Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 001 | |
| contenttype | Fulltext | |
