| contributor author | Riley M. Chung | |
| contributor author | Felix Y. Yokel | |
| contributor author | Herbert Wechsler | |
| date accessioned | 2017-05-08T20:33:33Z | |
| date available | 2017-05-08T20:33:33Z | |
| date copyright | February 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9410%281984%29110%3A2%28247%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19530 | |
| description abstract | Resonant column tests were performed on fully saturated and dry hollow cylindrical and fully saturated solid cylindrical specimens of Monterey No. 0 sand of 60% relative density subjected to 96 kPa confining pressure. The hollow specimens were tested by torsional excitation and the solid specimens by longitudinal excitation. It was observed that the threshold shear strain am plitude below which no pore water pressure buildup occurs is approximately | |
| publisher | American Society of Civil Engineers | |
| title | Pore Pressure Buildup in Resonant Column Tests | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1984)110:2(247) | |
| tree | Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 002 | |
| contenttype | Fulltext | |
