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The role of geophysical ERT method to evaluate the leakproofness of diapragm wall of deep foundation trenches on the example of the construction of retail and office complex in Lublin, Poland

Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper addresses the problem of assessing the leakproofness of the bottom of a deep foundation trench, secured by cavity wall, using geophysical methods of electrical resistivity tomography. The study was conducted on a large construction project in Lublin, in a place where there are complicated soil-water conditions: the groundwater level is above the proposed depth of foundation trench, the subsoil is heterogeneous, and there are karsted and weathered carbonate sediments with confined aquifer below the bottom of the trench. A hydraulic fracture occurred at the bottom of the trench during the engineering works, which caused the water flow into the trench. In order to recognize the soil-water conditions the first stage of geophysical measurements of electrical resistivity tomography (ERT) was made. The applied methodology allowed to determine the extent of the hydraulic fracture zone within the bottom of foundation trench. In order to assess the leakproofness of Diaphragm Wall the geophysical ERT measurements were repeated (stage 2) A clear reduction in the value of the electrical resistivity of soils in the area of hydraulic fracture was caused by clay injection. The results of ERT measurements are discussed and graphically presented.
Czasopismo
Rocznik
Strony
91--99
Opis fizyczny
Bibliogr. 19 poz., rys.
Twórcy
  • Polish Geological Institute – National Research Institute, Rakowiecka 4, 00-975 Warsaw, Poland
autor
  • Polish Geological Institute – National Research Institute, Rakowiecka 4, 00-975 Warsaw, Poland
autor
  • University of Warsaw, Faculty of Geology, Institute of Hydrogeology and Engineering Geology,Żwirki i Wigury 93, 02-089 Warsaw, Poland
  • University of Warsaw, Faculty of Geology, Institute of Hydrogeology and Engineering Geology,Żwirki i Wigury 93, 02-089 Warsaw, Poland
autor
  • Instytut Archeologii Uniwersytet Kardynała Stefana Wyszyńskiego, ul. Woycickiego 1/3, no. 23, 01-938 Warszawa, Poland
Bibliografia
  • 1. Barski, M., Mieszkowski R., 2014. Upper Jurassic large-scale debris flow deposits in interbiohermal basins of the sponge megafacies in Poland – new insights, Neues Jahrbuch Fur Geologie Und Palaontologie-Abhandlungen Vol. 272/1, pp 47–59
  • 2. Bogoslovsky, V.A., Ogilvy, A.A., 1977. Geophysical methods for the investigation of landslides. Geophysics 42, 562–571.
  • 3. Brunet, P., Clément, R. , Bouvier Ch. , 2010. Monitoring soil water content and deficit using Electrical Resistivity, Tomography (ERT) – A case study in the Cevennes area, France Journal of Hydrology 380 (2010) 146–153. DOI: 10.1016/j.jhydrol. 2009.10.032
  • 4. Cardarelli, E., Cercato, M., Di Filippo, G., 2007. Assessing foundation stability and soilstructure interaction through integrated geophysical techniques: a case history in Rome (Italy). Near Surface Geophysics 5, 141–147. DOI: 10.3997/ 1873-0604.2006026
  • 5. Chambers, J. E, Wilkinson, P. B., Weller, A. L., Meldrum, P. I., Ogilvy, R. D, Caunt, S., 2007. Mineshaft imaging using surface and crosshole 3D electrical resistivity tomography: A case history from the East Pennine Coalfield, UK, Journal of Applied Geophysics 62, pp 324–337. DOI: 10.1016/j.jappgeo. 2007.03.004
  • 6. Daily, W., Ramirez, A. L., 2000. Electrical imaging of engineered hydraulic barriers. Geophysics 65(1):83–94Farooq, M., Kim, J.H., Park, S., Song, Y.S., 2007. Non-destructive evaluation of cementgrout by surface electrical resistivity method. Advanced Nondestructive Evaluation II 1, 599–604.
  • 7. Foti, S., Lancellotta, R., 2003. Capabilities of seismic tests in soil characterization. In: Maugeri, M., Nova, R. (Eds.). Gotechnical analysis of seismic vulnerability of monuments and historical sites, pp. 83–98. Patron Editor, Italy.
  • 8. Göktürkler, G., Balk Aya, Ç. & Erhan, Z., 2008. Geophysical investigation of a landslide: The Altnda landslide Site, zmir (west- ern Turkey). Journal of Applied Geophysics, 65 (2): 84–96. DOI: 10.1016/j.jappgeo.2008.05.008
  • 9. Griffiths, D. H., Barker, R. D., 1993. Two-dimensional resistivity imaging and modelling in areas of complex geology. Journal of Applied Geopgysics, no. 29, pp. 211–226.
  • 10. Hack, R., 2000. Geophysics for slope stability. Surveys in Geo- physics 21, 423–448.
  • 11. Jol, H.M. (Ed.), 2009. Ground Penetrating Radar: Theory and Application, 1st ed., Elsevier.
  • 12. Kirsch, R., (Ed.), 2009. Groundwater Geophisics, A Tool for Hydro-geology, 2en ed., Springer.
  • 13. Keller, G.V. & Frischknecht F.C., 1966. Electrical methods in geo- physical prospecting. Pergamon Press Inc., Oxford.
  • 14. Kowalczyk S., Mieszkowski, 2011. Okreœlanie sp¹gu gruntów organicznych metodami geofizycznymi na przykładzie dwóch poligonów badawczych na Ni¿u polskim, Biuletyn Państwowego Instytutu Geologicznego Tom 446/1 r. 2011, str. 191–198 Loke, M. H., 2012. Tutorial: 2-D and 3-D electrical imagining surveys, Geotomo Software, Malaysia.
  • 15. Martínez-Pagán, P., Gómez-Ortiz, D., Martín-Crespo, T., Manteca, J.I. , Rosique, M., 2013. The electrical resistivity tomography method in the detection of shallow mining cavities. A case study on the Victoria Cave, Cartagena (SE Spain), Engineering Geology 156, 1–10. DOI: 10.1016/j.enggeo.2013.01.013
  • 16. Ramirez, A, Daily, W, Labrecque, D, Owen, E, Chesnut, D.,1993. Monitoring an underground steam injection process using electrical resistance tomography. Water Resour Res 29(1):73–87Schueremans, L., Van Rickstal, F., Verderickx, K., Van Gemert, D., 2003. Evaluation of masonry consolidation by geo-electrical relative difference resistivity mapping. RILEM Materials & Structures 36, 46–50.
  • 17. Santarato, G., Ranieri, G., Occhi, M., Morelli, G., Fischanger, F., Gualerzi, D., 2011. Three-dimensional Electrical Resistivity Tomography to control the injection of expanding resins for the treatment and stabilization of foundation soils, Engineering Geology 119 , 18–30 pp. DOI: 10.1016/J.ENGGEO.2011.01.009
  • 18. Sharma, P.V., 2002. Environmental and engineering geophysics. Cambridge University Press, Cambridge, UK. 475 pp.
  • 19. Slater, L., Binley, A., Daily, W., Johnson, R., 2000. Cross-hole electrical imaging of a controlled saline tracer injection. Journal of Applied Geophysics 44, 85–102.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-0947ef28-f0ae-453d-8041-27689c8bc797
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