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Measurement of soil shear wave velocity using in situ and laboratory seismic methods : some methodological aspects

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This article presents the results of seismic shear wave velocity (VS) measurements using the CSWS/SAWS (Continuous Surface Wave System/Spectral Analysis of Surface Waves) and SDMT (seismic flat dilatometer) methods, as well as BET (Bender Elements Test), on an experimental test site (and samples taken from it). The test site, a geologically relatively uniform alluvial sand formation area, was carefully chosen and checked for uniformity by means of drillings and soundings. The research aimed to determine how results from indirect, non-invasive surface geophysical tests (SASW and CSWS) correspond with those from SDMT penetration tests as well as the BET laboratory seismic method, and how some methodological aspects can influence them. Different wave sources and frequency were examined as the main factors for interpretation. The influence of other examined factors is also discussed.
Rocznik
Strony
358--366
Opis fizyczny
Bibliogr. 17 poz., rys., tab., wykr.
Twórcy
autor
  • Building Research Institute, Department of Geotechnics and Founda tion, Ksawerów 21, 02-656 Warszawa, Poland
  • University of Warsaw, Institute of Hydrogeology and Engineering Geology, Żwirki i Wigury 93, 02-089 Warszawa, Poland
Bibliografia
  • 1. Barański, M., Szczepański, T., 2007. Zastosowanie metod sejsmiki powierzchniowej do oceny modułu G gruntu (in Polish). Czasopismo Techniczne. Pub. PK, z. 1-Ś/2007.3: 17-25.
  • 2. Barański, M., Godlewski, T., Szczepański, T., 2010. Determination of soil stiffness parameters on chosen test sites, using in situ seismic methods. Proc. 4th Int. Workshop: Soil parameters from in situ and laboratory tests, Poznań, 149-157.
  • 3. Camacho-Tauta, J.F., Alvarez, J.D.J., Reyes-Ortiz, O.J., 2012. A procedure to calibrate and perform the bender element test. Dyna, 79: 10-18.
  • 4. Jakubicz, B., Łodzińska, W., 1994. Mapa Geologiczno-Inżynierska w skali 1:500 000 (in Polish). Państwowy Instytut Geologiczny. Wydawnictwo Kartograficzne Polskiej Agencji Ekologicznej S.A., Warszawa.
  • 5. Godlewski, T., Szczepański, T., 2011. Nieliniowa charakterystyka sztywności gruntu (G0) - metody oznaczania i przykłady zastosowań (in Polish). Górnictwo i Geoinżynieria, 35: 243-250.
  • 6. Godlewski, T., Szczepański, T., 2012. Determination of soil stiffness parameters using in-situ seismic methods insight in repeatability and methodological aspects. Proc. of ISC'4, 17-21 September 2012, Porto de Galinhas-Pernambuco, Brazil, 1: 441-446.
  • 7. Lee, J.S., Santamarina, J.C., 2005. Bender elements: performance and signal interpretation. Journal of Geotechnical and Geoenvironmental Engineering, 131: 1063-1070.
  • 8. Marchetti, S., Monaco, P., Totani, G., Marchetti, D., 2008. In situ tests by seismic dilatometer (SDMT). Research to Practice in Geotechnical Engineering, Geotechnical Special Publication, ASCE, 180: 292-311.
  • 9. Matthews, M.C., Clayton, C.R.I., Own, Y., 2000. The use of geophysical techniques to determine geotechnical stiffness parameters. Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, 143: 31-42.
  • 10. Menzies, B., 2000. Near-surface site characterization by ground stiffness profiling using surface wave geophysics. In: H.C. Verma Commemorative Volume. Indian Geotechnical Society, New Delhi.
  • 11. Młynarek, Z., Wierzbicki, J., Stefaniak, K., 2012. Deformation characteristics of overconsolidated subsoil from CPTU and SDMT tests. Proceedings of ISC'4, 17-21 September 2012, Porto de Galinhas-Pernambuco, Brazil, 2: 1189-1193.
  • 12. Monaco, P., Marchetti, S., Totani, G., 2009. Interrelationship between Small Strain Modulus G0 and Operative Modulus. IS-Tokyo Intnl Conference on Performance-Based Design in Earthquake Geotechnical Engineering, 1315-1324.
  • 13. Rees, S., Compte, Le, A., Snelling, K., 2013. A new tool for the automated travel time analyses of bender element tests. Proc. of the 18th Int. Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013, 2843-2846.
  • 14. Robertson, P.K., 2009. Interpretation of cone penetration tests - unified approach. Canadian Geotechnical Journal 46, 1337-1355.
  • 15. Schneider, J.A., Hoyos, L., Jr., Mayne, P.W., Macari, E.J., Rix, G.J., 1999. Field and laboratory measurements of dynamic shear modulus of Piedmont residual soils. Be hav ioral Characteristics of Residual Soils, GSP 92, ASCE, Reston, VA, 12-25.
  • 16. Sokołowska, M., 2011. Ocena zmienności właściwości geotechnicznych gruntów aluwialnych jako podłoża budowlanego (in Polish). Ph.D. thesis, Instytut Techniki Budowlanej, Warszawa.
  • 17. Yamashita, S., Kawaguchi, T., Nakata, Y., Mikami, T., Fujiwara, T., Shibuya, S., 2009. Interpretation of international parallel test on the measurement of Gmax using bender elements. Soils and Foundations, 49: 631-650.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1e698f1c-d59c-4a49-84fa-d4166be010aa
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