β Scribed by Yutaka Ohta; Noritoshi Goto; Hiroshi Kagami; Keishi Shiono
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
Shear wave velocity, V s , is defined as a statistical function of SPT blow count, N 60 , and vertical effective stress, s 0 v , using a data set collected at various California bridge sites. At each site, V s measurements were recorded by suspension logging in the same borehole in which N 60 was me
Gravelly soil is generally recognized to have no liquefaction potential. However, liquefaction cases were reported in central Taiwan in the 1999 Chi-Chi Taiwan earthquake and in the 1988 Armenia earthquake. Thus, further studies on the liquefaction potential of gravelly soil are warranted. Because l
The Seismic Cone Penetration Test (SCPT) is used to determine the variation with depth of the shear (and longitudinal) wave velocity at various sites in Belgium. The cross correlation technique together with a posteriori increase of the sampling frequency proves to be a reliable method to determine