TY - GEN
T1 - CFD-DEM simulation for grout injection test using parallel plate fracture
AU - Koyama, T.
AU - Sakakibara, S.
AU - Shimizu, H.
PY - 2013
Y1 - 2013
N2 - Grouting is a widely used method to seal and/or reduce hydraulic conductivity of fractured rock masses around underground structures. Recently, the efficient and effective grouting has been required from environmental and economical points of view. However, injection parameters such as injection pressure and water/cement ratio (W/C) are usually determined empirically by technical experts, because the filtration and penetration mechanism of cement-based grout have not been clarified sufficiently yet due to complicated physical and chemical processes of grout. In this paper, to better understand the penetration and filtration mechanism of cement-based grout through rock fractures, the two-dimensional numerical model of coupled Computational Fluid Dynamics and the Distinct Element Method (CFD-DEM) was developed. The interaction between fluid and particles was evaluated by using immersed boundary (IB) method. The simulation results were compared with the laboratory injection test so-called "short slot" experiment to verify the applicability of the newly developed CFD-DEM code. The simulation results agree qualitatively well with experiments and the filtration and clogging process during cement-based grout injection was successfully reproduced by the CFD-DEM. Moreover, the effect of the injection pressure, W/C and particle size distribution on the filtration and penetration mechanism of grout was significant.
AB - Grouting is a widely used method to seal and/or reduce hydraulic conductivity of fractured rock masses around underground structures. Recently, the efficient and effective grouting has been required from environmental and economical points of view. However, injection parameters such as injection pressure and water/cement ratio (W/C) are usually determined empirically by technical experts, because the filtration and penetration mechanism of cement-based grout have not been clarified sufficiently yet due to complicated physical and chemical processes of grout. In this paper, to better understand the penetration and filtration mechanism of cement-based grout through rock fractures, the two-dimensional numerical model of coupled Computational Fluid Dynamics and the Distinct Element Method (CFD-DEM) was developed. The interaction between fluid and particles was evaluated by using immersed boundary (IB) method. The simulation results were compared with the laboratory injection test so-called "short slot" experiment to verify the applicability of the newly developed CFD-DEM code. The simulation results agree qualitatively well with experiments and the filtration and clogging process during cement-based grout injection was successfully reproduced by the CFD-DEM. Moreover, the effect of the injection pressure, W/C and particle size distribution on the filtration and penetration mechanism of grout was significant.
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M3 - Conference contribution
AN - SCOPUS:84892877729
SN - 9781629931180
T3 - 47th US Rock Mechanics / Geomechanics Symposium 2013
SP - 2832
EP - 2838
BT - 47th US Rock Mechanics / Geomechanics Symposium 2013
T2 - 47th US Rock Mechanics / Geomechanics Symposium 2013
Y2 - 23 June 2013 through 26 June 2013
ER -