On Comparing Simple Shear and Triaxial Test ResultsSource: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 012Author:M. Budhu
DOI: 10.1061/(ASCE)0733-9410(1984)110:12(1809)Publisher: American Society of Civil Engineers
Abstract: It is indisputable that nonuniformities of stresses and strains exist in soils tested not only in the simple shear apparatus (SSA) but in the triaxial apparatus as well. These nonuniformities alone cannot explain the differences observed from the results of soils tests in the SSA and the triaxial apparatus. Regardless of nonuniformities, the behavior of soils in the SSA and triaxial apparatus should differ from one another because they were designed to impose different stress conditions on the soil samples. This study shows that the often-ignored intermediate principal stresses in the SSA play a significant role in the response of soils tested under plane strain conditions. The stress path followed by sand in the two apparatus differ significantly when the intermediate principal stresses are taken into account.
|
Collections
Show full item record
| contributor author | M. Budhu | |
| date accessioned | 2017-05-08T20:33:32Z | |
| date available | 2017-05-08T20:33:32Z | |
| date copyright | December 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9410%281984%29110%3A12%281809%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19523 | |
| description abstract | It is indisputable that nonuniformities of stresses and strains exist in soils tested not only in the simple shear apparatus (SSA) but in the triaxial apparatus as well. These nonuniformities alone cannot explain the differences observed from the results of soils tests in the SSA and the triaxial apparatus. Regardless of nonuniformities, the behavior of soils in the SSA and triaxial apparatus should differ from one another because they were designed to impose different stress conditions on the soil samples. This study shows that the often-ignored intermediate principal stresses in the SSA play a significant role in the response of soils tested under plane strain conditions. The stress path followed by sand in the two apparatus differ significantly when the intermediate principal stresses are taken into account. | |
| publisher | American Society of Civil Engineers | |
| title | On Comparing Simple Shear and Triaxial Test Results | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1984)110:12(1809) | |
| tree | Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 012 | |
| contenttype | Fulltext |