| contributor author | Guan-Lin | |
| contributor author | Ye | |
| contributor author | Bin | |
| contributor author | Ye | |
| contributor author | Feng | |
| contributor author | Zhang | |
| date accessioned | 2017-05-08T21:48:21Z | |
| date available | 2017-05-08T21:48:21Z | |
| date copyright | April 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29he%2E1943-5584%2E0000011.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62873 | |
| description abstract | The long-term mechanical behavior of overconsolidated (OC) clays in three-dimensional (3D) stress states plays an important role in many geotechnical problems, such as slope failures. However, previous experimental studies of OC clay were carried out under undrained conditions. This paper presents the results of a series of drained true triaxial tests on normally consolidated (NC) and OC clays. The stress paths were maintained in the same | |
| publisher | American Society of Civil Engineers | |
| title | Strength and Dilatancy of Overconsolidated Clays in Drained True Triaxial Tests | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0001060 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 004 | |
| contenttype | Fulltext | |
