Virginia's Transportation Research Peer Exchange [2010]

Paul, Harold; Biswas, Mrinmay (Moy); Casanova, Lorenzo J.; Colin, Franco; Williams, Donald L.

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Virginia's Transportation Research Peer Exchange [2010]

2010-10-01
By Paul, Harold "Skip" ; Biswas, Mrinmay (Moy) ; Casanova, Lorenzo J. ; ...

[PDF-256.94 KB]

English

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Creators:

Paul, Harold "Skip" ; Biswas, Mrinmay (Moy) ; Casanova, Lorenzo J. ; Colin, Franco ; Williams, Donald L.

Paul, Harold "Skip" ; Biswas, Mrinmay (Moy) ; Casanova, Lorenzo J. ; Colin, Franco ; Williams, Donald L. Less -
Corporate Contributors:

Virginia Transportation Research Council ; Louisiana Transportation Research Center ; North Carolina. Dept. of Transportation ; United States. Federal Highway Administration. Virginia Division ; Rhode Island. Dept. of Transportation

Virginia Transportation Research Council ; Louisiana Transportation Research Center ; North Carolina. Dept. of Transportation ; United States. Federal Highway Administration. Virginia Division ; Rhode Island. Dept. of Transportation Less -
Subject/TRT Terms:

[+]

Economic Benefits I10: Economics And Administration Implementation Monitoring Peer Exchange Performance Measurement Research Research Management Transportation (General)
Publication/ Report Number:

VTRC 11-R8
Resource Type:

Tech Report
Geographical Coverage:

United States ; Virginia ; West Virginia ; North Carolina ; Louisiana ; ... More +

United States ; Virginia ; West Virginia ; North Carolina ; Louisiana ; Rhode Island Less -
Edition:

Final Report
Corporate Publisher:

Virginia Transportation Research Council
Abstract:

Surface wave (Rayleigh wave) seismic data were acquired at six separate bridge sites in southeast Missouri. Each acquired surface wave data set was processed [spectral analysis of surface waves (SASW)] and transformed into a site-specific vertical shear-wave velocity profile (SASW shear-wave velocity profile). The SASW shear-wave velocity profiles generated for each bridge site were compared to other geotechnical data including seismic cone penetrometer shear-wave velocity profiles, cross-borehole shear-wave velocity profiles, and borehole lithology logs. The geotechnical data presented herein indicate the SASW shear-wave velocity profiles correlate well with subsurface lithology logs and available cross-borehole shear-wave velocity control. More specifically, clays, silts and sands exhibit relatively characteristic SASW shear-wave velocities, which increase incrementally with increasing depth of burial. The authors believe these correlations demonstrate that SASW shear-wave velocities are reliable.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:d10ed2339bbe5c33e64fcd4c7064d1eef9d019bfcea337cd20709b28c8e3e6ad
Download URL:

https://rosap.ntl.bts.gov/view/dot/39678/dot_39678_DS1.pdf
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Virginia's Transportation Research Peer Exchange [2010]

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