TY - GEN
T1 - Bingham flow model by fully implicit sph and its application treinforce underground caves
AU - Morikawa, D. S.
AU - Asai, M.
AU - Imoto, Y.
AU - Isshiki, M.
N1 - Publisher Copyright:
© 2019 Taylor & Francis Group, London.
PY - 2019
Y1 - 2019
N2 - The present work shows the application of the Smoothed Particle Hydrodynamics (SPH) on non-Newtonian fluids for simulating the injection of a cementitious material into underground caves to reinforce the soil. In special, it presents two main improvements over the already established SPH formulation: an implicit time integration scheme to overcome the problem of impracticable small time step restriction in highly viscous fluid simulation, and the introduction of air ghost particles (AGP) to fix problems on the free-surface treatment. This project utilizes the Incompressible SPH (ISPH) as a basis for the implementation of such improvements, which guarantees a stable and accurate pressure distribution. We validate the proposed implicit time integration scheme with pipe flow simulations and the free-surface treatment with a simple hydrostatic problem. Also, dam break numerical simulations using the proposed method resulted in very good agreement with experimental data. At last, we demonstrate the potential of this method with the highly viscous vertical jet flow over a horizontal plate validation test, which shows a complex viscous coiling behavior.
AB - The present work shows the application of the Smoothed Particle Hydrodynamics (SPH) on non-Newtonian fluids for simulating the injection of a cementitious material into underground caves to reinforce the soil. In special, it presents two main improvements over the already established SPH formulation: an implicit time integration scheme to overcome the problem of impracticable small time step restriction in highly viscous fluid simulation, and the introduction of air ghost particles (AGP) to fix problems on the free-surface treatment. This project utilizes the Incompressible SPH (ISPH) as a basis for the implementation of such improvements, which guarantees a stable and accurate pressure distribution. We validate the proposed implicit time integration scheme with pipe flow simulations and the free-surface treatment with a simple hydrostatic problem. Also, dam break numerical simulations using the proposed method resulted in very good agreement with experimental data. At last, we demonstrate the potential of this method with the highly viscous vertical jet flow over a horizontal plate validation test, which shows a complex viscous coiling behavior.
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U2 - 10.1201/9780429327933-48
DO - 10.1201/9780429327933-48
M3 - Conference contribution
AN - SCOPUS:85091664973
SN - 9780367347833
T3 - Rock Dynamics Summit - Proceedings of the 2019 Rock Dynamics Summit, RDS 2019
SP - 299
EP - 305
BT - Rock Dynamics Summit - Proceedings of the 2019 Rock Dynamics Summit, RDS 2019
A2 - Aydan, Omer
A2 - Ito, Takashi
A2 - Seiki, Takafumi
A2 - Kamemura, Katsumi
A2 - Iwata, Naoki
PB - CRC Press/Balkema
T2 - Rock Dynamics Summit, RDS 2019
Y2 - 7 May 2019 through 11 May 2019
ER -