| contributor author | Paolo Simonini | |
| contributor author | Simonetta Cola | |
| date accessioned | 2017-05-08T21:26:58Z | |
| date available | 2017-05-08T21:26:58Z | |
| date copyright | April 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%291090-0241%282000%29126%3A4%28378%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51885 | |
| description abstract | A comprehensive geotechnical in situ and laboratory investigation into the soils forming the Upper Quaternary basin of the Venetian Lagoon has been carried out. In addition to standard tests, measurements of shear wave velocity were performed using crosshole, seismic piezocone, bender element system, and resonant column tests. Despite the incompatible strain levels of the seismic and piezocone tests, it is shown that piezocone tip resistance and excess pore pressure can be used for a preliminary estimate of the small-strain shear modulus | |
| publisher | American Society of Civil Engineers | |
| title | Use of Piezocone to Predict Maximum Stiffness of Venetian Soils | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2000)126:4(378) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 004 | |
| contenttype | Fulltext | |
