| contributor author | E. A. Ellis | |
| contributor author | K. Soga | |
| contributor author | M. F. Bransby | |
| contributor author | M. Sato | |
| date accessioned | 2017-05-08T21:26:48Z | |
| date available | 2017-05-08T21:26:48Z | |
| date copyright | January 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%291090-0241%282000%29126%3A1%2810%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51795 | |
| description abstract | The effect of pore fluid viscosity on the stiffness, damping, and liquefaction characteristics of sands was investigated to assess the potential contributions to a centrifuge model seismic response for soils saturated with high-viscosity pore fluid. Resonant column tests with cyclic loading frequencies in the range of 20–45 Hz were performed on a variety of fluids and sand sizes. At a strain level less than 2 × 10 | |
| publisher | American Society of Civil Engineers | |
| title | Resonant Column Testing of Sands with Different Viscosity Pore Fluids | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2000)126:1(10) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 001 | |
| contenttype | Fulltext | |