TY - CONF A1 - Galindo Guerreros, Julio Cesar A1 - Mackens, S. A1 - Niederleithinger, Ernst A1 - Fechner, T. ED - Manzanal, D. ED - Sfriso, A. O. T1 - Numerical simulations of crosshole and downhole seismic measurements as quality control tool for jet grout columns N2 - Sealing and strengthening of the subsoil by injection is a major issue in the field of geotechnical engineering. This involves also jet grouting, which allows creating columns of grouted soil by eroding and mixing the in-situ soil with a thin cement suspension. A general difficulty of this method is to predict the column diameter and its material strength. Here, we present two-dimensional finite-difference numerical simulation results of a promising non-destructive quality assurance testing tool to evaluate the diameter of jet grout columns. This approach incorporates crosshole and downhole seismic measurements. Preliminary tests showed that this tool is applicable under real site conditions. T2 - 15th Pan-American Conference on Soil Mechanics and Geotechnical Engineering CY - Buenos Aires, Argentina DA - 15.11.2015 KW - Jet grout KW - Diameter KW - Seismic KW - Crosshole KW - Downhole KW - FD KW - Quality control tool PY - 2015 SN - 978-1-61499-603-3 SN - 978-1-61499-602-6 DO - https://doi.org/10.3233/978-1-61499-603-3-985 SP - Part 1, 985 EP - 992 PB - IOS Press AN - OPUS4-37706 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Galindo Guerreros, Julio Cesar A1 - Niederleithinger, Ernst A1 - Mackens, S. A1 - Fechner, Th. T1 - Crosshole and downhole seismics: a new quality assurance tool for jet grout columns N2 - Sealing and strengthening of the subsoil by grout injection is a major issue in the field of geotechnical engineering. One commonly applied method is jet grouting, which allows creating columns of grouted soil by eroding and mixing the in-situ soil with a thin cement suspension. A general difficulty linked with this method is in predicting the resulting column diameter and its material strength. In this paper, we illustrate the application of a newly developed non-destructive quality assurance tool used to determine the diameter of jet grout columns. This approach incorporates standard crosshole and downhole seismic measurements. To demonstrate its effectiveness, we tested the new approach within two-dimensional finite-difference numerical simulations. Additional field tests showed that this tool is also applicable in real site conditions. For this purpose, three jet grout columns were produced with different process parameters in a depth between 3 and 10 m. The evaluated diameters were within 1 and 1.5 m, slightly deviating from the previously predicted range by the jet grouting contractor. Moreover, we were able to detect the base of the columns at a 10-m depth with no significant difficulties. On the other hand, unsaturated, less compacted sands between the groundwater level and surface considerably affected the seismic data, hence complicating the detection of the top of the columns. KW - Jet grouting KW - Quality assurance PY - 2016 DO - https://doi.org/10.3997/1873-0604.2016042 SN - 1569-4445 IS - 14 SP - 493 EP - 501 PB - EAGE CY - Houton, NL AN - OPUS4-38977 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Galindo Guerreros, Julio Cesar A1 - Niederleithinger, Ernst A1 - Mackens, S. A1 - Fechner, T. T1 - Quality assurance of jet grout columns with borehole seismic measurements N2 - Sealing and strengthening of the subsoil by injection is a major issue in the field of geotechnical engineering. One commonly applied method is jet grouting, which allows creating columns of grouted soil by eroding and mixing the in-situ soil with a thin cement suspension. A general difficulty linked with this method is to predict the resulting column diameter and its material strength. In this paper we illustrate the application of a newly developed non-destructive quality assurance testing tool used to determine the diameter of jet grout columns. This approach incorporates standard crosshole and downhole seismic measurements. To demonstrate its effectiveness, we tested the new approach within two-dimensional finite-difference numerical simulations. Additional field tests showed that this tool is also applicable in real site conditions. For this purpose, three jet grout columns were produced with different process parameters in a depth between 3.0 and 10 m. The evaluated diameters were within 1.0 and 1.5 m, slightly deviating from the previously predicted range by the jet grouting contractor. Moreover, we were able to detect the base of the columns at 10 m depth with no significant difficulties. On the other hand, unsaturated, partly unconsolidated sands between ground water level and surface considerably affected the seismic data, hence complicating the detection of the top of the columns. T2 - NDT-CE 2015 - International symposium non-destructive testing in civil engineering CY - Berlin, Germany DA - 15.09.2015 KW - Jet grout KW - Seismics KW - Crosshole KW - Downhole PY - 2015 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-346753 UR - https://www.ndt.net/?id=18277 SN - 1435-4934 VL - 20 IS - 11 SP - 1 EP - 7 PB - NDT.net CY - Kirchwald AN - OPUS4-34675 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Mackens, S. A1 - Fechner, T. A1 - Rios, N.I.C. A1 - Tweeton, D. A1 - Galindo Guerreros, Julio Cesar A1 - Niederleithinger, Ernst T1 - A new approach to determine the diameter of a jet grouted column using seismic methods N2 - Jet grouting is a geotechnical method of ground improvement to increase shear strength and stiffness of soils. The method is typically used to construct in-situ geometries of grouted soil such as panels or columns. The diameter of grouted columns and its material strength depend on various process parameters and the subsurface soil properties. It is only vaguely possible to predict the final column diameter. Therefore, it is a general practice to excavate a test column and perform a visual examination. However, an excavation to control the in situ diameter is often impossible, especially under complex site conditions, such as a high ground water table. Therefore, as part of a research project, borehole seismic measurements (crosshole, downhole and tomography) were tested as a quality control to verify the extent of the column and to monitor the influence of the jet grout injection on the soil over time. The field surveys were conducted before and after the jet grouting process at different time intervals. The acquired seismic data show clear traveltime differences which allow the determination of the specific column depth and diameter. The tomogram measured in the natural soil and the tomograms of the measurements after the injection process were used to visualize the time dependent effects of the jet grout injection on the soil. T2 - SAGEEP 2015 - 28th Symposium on the application of geophysics to engineering and environmental problems CY - Austin, TX, USA DA - 22.03.2015 KW - Jet grouting KW - Grouted column KW - Column diameter KW - Seismic tomography KW - Quality assurance KW - Diameter PY - 2015 DO - https://doi.org/10.4133/SAGEEP.28-021 SP - 142 EP - 146 AN - OPUS4-33678 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Galindo Guerreros, Julio Cesar A1 - Niederleithinger, Ernst A1 - Mackens, S. A1 - Fechner, Th. T1 - Crosshole and Downhole Seismics: A New Quality Assurance Tool for Jet Grout Columns T2 - NDT-CE 2015 CY - Berlin, Germany DA - 2015-09-15 PY - 2015 AN - OPUS4-34384 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Galindo Guerreros, Julio Cesar A1 - Mackens, S. A1 - Fechner, Th. A1 - Niederleithinger, Ernst T1 - Downhole and Crosshole Seismic Methods as Quality Control Tools for Jet Grouting Columns T2 - Jahrestagung der Deutschen Geophysikalischen Gesellschaft (DGG) 2015 CY - Hannover, Germany DA - 2015-03-23 PY - 2015 AN - OPUS4-33618 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Galindo Guerreros, Julio Cesar A1 - Dinske, C. A1 - Langenbruch, C. A1 - Shapiro, S. T1 - Numerical Simulations of fluid induced Seismicty in Hydraulically Heterogeneous Media T2 - 74. Jahrestagung der Deutschen Geophysikalischen Gesellschaft (DGG) CY - Karlsruhe, Germany DA - 2014-03-10 PY - 2014 AN - OPUS4-32610 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -