| contributor author | Brendan | |
| contributor author | Casey | |
| contributor author | John T. | |
| contributor author | Germaine | |
| date accessioned | 2017-05-08T21:48:01Z | |
| date available | 2017-05-08T21:48:01Z | |
| date copyright | October 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000913.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62716 | |
| description abstract | The undrained strengths and friction angles of a variety of natural fine-grained soils are investigated over an effective stress range of 0.1 to 10 MPa. The resedimentation technique was used to produce identical saturated samples for laboratory shear testing. The majority of the results presented are derived from | |
| publisher | American Society of Civil Engineers | |
| title | Stress Dependence of Shear Strength in Fine-Grained Soils and Correlations with Liquid Limit | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 10 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000896 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 010 | |
| contenttype | Fulltext | |
