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Two in one: parallel seismic for foundation length determination and downhole seismic for soil properties using a single borehole

  • Parallel Seismic was introduced about four decades ago for foundation length estimation. As the borehole required by this test is in most cases more expensive than the test itself, the usage is limited so far. In addition the graphical Interpretation technique which is still state of the art tends to overestimate the length and neglects several geometrical Parameters. New Interpretation algorithms have been recently introduced rely on model based travel time curve Utting. They improve the accuracy and extend the maximum ränge (distance pile to borehole) of the method. Borehole or pile inclination as well as soil layering can be considered. If the location is properly chosen, several piles can be tested using a single borehole. The capabilities and limitations of the methods have been tested using simulations and measurements at the BAM-TTS test site in Horstwalde south of Berlin and several commercial projects involving piles, pile secant walls and sheet piles. To improve the accuracyParallel Seismic was introduced about four decades ago for foundation length estimation. As the borehole required by this test is in most cases more expensive than the test itself, the usage is limited so far. In addition the graphical Interpretation technique which is still state of the art tends to overestimate the length and neglects several geometrical Parameters. New Interpretation algorithms have been recently introduced rely on model based travel time curve Utting. They improve the accuracy and extend the maximum ränge (distance pile to borehole) of the method. Borehole or pile inclination as well as soil layering can be considered. If the location is properly chosen, several piles can be tested using a single borehole. The capabilities and limitations of the methods have been tested using simulations and measurements at the BAM-TTS test site in Horstwalde south of Berlin and several commercial projects involving piles, pile secant walls and sheet piles. To improve the accuracy of the method as well as to provide additional Parameters to the geotechnical engineer it is recommended to use the borehole for Downhole Seismic measurements. Determination of compressional and shear wave velocities can be used to determine the dynamic elastic properties of the subsoil. The approach is evaluated again on the BAM-TTS test site. The affectivity of this kind of combiuation can be further enhanced by using a seismic cone.zeige mehrzeige weniger

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Metadaten
Autor*innen:Ernst NiederleithingerORCiD
Persönliche Herausgeber*innen:R.Q. Coutinho, P.W. Mayne
Dokumenttyp:Beitrag zu einem Tagungsband
Veröffentlichungsform:Verlagsliteratur
Sprache:Englisch
Titel des übergeordneten Werkes (Englisch):ISC-4 - 4th International conference on site characterization - Geotechnical and geophysical site characterization 4 (Proceedings)
Jahr der Erstveröffentlichung:2013
Verlag:CRC Press
Jahrgang/Band:I
Erste Seite:453
Letzte Seite:458
Freie Schlagwörter:Downhole seismic; Foundation piles; Length; Parallel seismic; Shear wave velocity
Veranstaltung:ISC-4 - 4th International conference on site characterization - Geotechnical and geophysical site characterization 4
Veranstaltungsort:Pernambuco, Brazil
Beginndatum der Veranstaltung:17.09.2012
Enddatum der Veranstaltung:21.09.2012
ISBN:978-0-415-62136-6
Verfügbarkeit des Dokuments:Datei im Netzwerk der BAM verfügbar ("Closed Access")
Datum der Freischaltung:20.02.2016
Referierte Publikation:Ja
Datum der Eintragung als referierte Publikation:20.12.2012
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