Standing Wave: Resonance in a Tube
This appendix includes plots of vertical effective stress, SPT blow count (N60), measured shear wave velocity (Vs) and predicted shear wave velocity versus elevation for all boring logs utilized in this study. Figure 12. (a) Bridge no. 10-0298, boring no. 98-4 (abut.4), (b) Bridge no. 10-0298, boring no. 96-2, (c) Bridge no. 10-0298, boring no ... ................
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