| contributor author | D. P. Stewart | |
| contributor author | M. F. Randolph | |
| date accessioned | 2017-05-08T20:37:08Z | |
| date available | 2017-05-08T20:37:08Z | |
| date copyright | December 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9410%281994%29120%3A12%282230%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21373 | |
| description abstract | A t‐bar penetration test for soft clay that can be performed with existing cone penetration test (CPT) equipment is described. The results of the test can be directly related to the undrained shear strength of the clay via a plasticity solution, thus eliminating some of the uncertainty involved in the interpretation of conventional penetration tests in soft clay. Results from a field trial of the device are shown to compare favorably with the results of other in‐situ and laboratory strength tests. | |
| publisher | American Society of Civil Engineers | |
| title | T‐Bar Penetration Testing in Soft Clay | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1994)120:12(2230) | |
| tree | Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 012 | |
| contenttype | Fulltext | |
