Chapter
Mar 17, 2022
Full Waveform Inversion of a Synthetic Florida Limerock Specimen
Authors: Jian Zou [email protected], Pengxiang Jiang [email protected], and Dennis R. Hiltunen, M.ASCE [email protected]Author Affiliations
Publication: Geo-Congress 2022
ABSTRACT
We have constructed a one-meter cubical model made of low-strength concrete that simulates Florida limerock in which to test a new geophysical instrument. In the experiment reported, we used an instrumented hammer to apply a pulse load at one corner of the top surface. The resulting accelerations were recorded using a string of receivers placed along a diagonal line of the top surface and these waveforms were inverted using an ABAQUS-based inversion model to determine the elastic properties of the specimen. To reduce computing time, the three-dimensional cube was represented in ABAQUS using an axisymmetric model and the inversion routine used a regularized Gauss–Newton iteration algorithm. To provide independent corroboration, the modulus results from the inversion were compared with modulus values computed from free-free resonant column test data collected from cylindrical samples of the synthetic limerock used to construct the cube specimen. The modulus properties from both techniques were found very similar to one another.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
ABAQUS. (2013). ABAQUS Analysis User’s Manual, Version 6.13, Habbit, Karlsson and Sorenson, Inc, Pawtucket, RI.
Hiltunen, D. R., and Jiang, P. (2013). “Continuation of Down-Hole Geophysical Testing for Rock Sockets,”, Florida Department of Transportation, November, 118 pp.
Sheen, D. H., Tuncay, K., Baag, C. E., and Ortoleva, P. J. (2006). Time Domain Gauss–Newton Seismic Waveform Inversion in Elastic Media, Geophysical Journal International, Vol. 167, No. 3, pp. 1373–1384.
Toros, U., and Hiltunen, D. R. (2008). “Effects of Moisture and Time on Stiffness of Unbound Aggregate Base Coarse Materials,” Transportation Research Record: Journal of the Transportation Research Board, No. 2059, Washington, D.C., pp. 41–51.
Information & Authors
Information
Published In
History
Published online: Mar 17, 2022
Permissions
Request permissions for this article.
Authors
Affiliations
1Research Assistant Scientist, Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL. Email: [email protected]
2Geotechnical Engineer, Terracon, Jacksonville, FL. Email: [email protected]
3Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL. Email: [email protected]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.