| contributor author | Shin Fun Chung | |
| contributor author | Mark F. Randolph | |
| contributor author | James A. Schneider | |
| date accessioned | 2017-05-08T21:28:42Z | |
| date available | 2017-05-08T21:28:42Z | |
| date copyright | September 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0241%282006%29132%3A9%281188%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52991 | |
| description abstract | This paper discusses the effects of penetration rate on the penetration resistance in soft clay for various shaped penetrometers (cone, T-bar, ball, and plate) and for T-bars with different aspect ratios. Constant rate (“normal”) and variable rate (“twitch”) penetration tests, where the penetration rate was successively halved over eight steps with the penetrometer advanced by one or two diameters in each step, were undertaken in the beam centrifuge at the University of Western Australia. The tests were conducted on samples reconstituted from clay collected from the Burswood site in Western Australia. The twitch tests showed higher penetration resistance than the corresponding normal tests after the penetration rate had been reduced by a factor of 16 due to cumulative effects of partial consolidation. The penetration rate at which the resistance started to increase due to partial consolidation was used to estimate the consolidation coefficient, | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Penetration Rate on Penetrometer Resistance in Clay | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 9 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2006)132:9(1188) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 009 | |
| contenttype | Fulltext | |