TY - JOUR
T1 - Factors affecting piping erosion resistance
T2 - Revisited with a numerical modeling approach
AU - Tao, Junliang
AU - Tao, Hui
N1 - Publisher Copyright:
© 2017 American Society of Civil Engineers.
PY - 2017/11/1
Y1 - 2017/11/1
N2 - Piping poses a great threat to dam and levee systems across the globe. Although various straightforward approaches have been used to assess piping resistance, a fundamental understanding of the complex soil-flow interactions in this process is still lacking. Practitioners have traditionally relied on Terzaghi's theory to evaluate piping potential. In this study, the factors affecting piping resistance are revisited using a coupled computational fluid dynamics and discrete element method (CFD-DEM) approach. A series of simulations were conducted to investigate the effects of specific gravity, initial void ratio, particle size distribution, sample aspect ratio, and frictional coefficients. Analyses of simulation results show good agreement with experimental results in the existing literature providing demonstrative explanations for deviations of the experimental results from Terzaghi's theory. A key finding is that for laboratory experiments with soil samples in a container, the wall friction and the aspect ratio significantly affect the critical hydraulic gradients. The effects of the various soil properties are first analyzed on an individual basis; based on the numerical simulation results, a theoretical model for piping is developed that considers the previously mentioned factors.
AB - Piping poses a great threat to dam and levee systems across the globe. Although various straightforward approaches have been used to assess piping resistance, a fundamental understanding of the complex soil-flow interactions in this process is still lacking. Practitioners have traditionally relied on Terzaghi's theory to evaluate piping potential. In this study, the factors affecting piping resistance are revisited using a coupled computational fluid dynamics and discrete element method (CFD-DEM) approach. A series of simulations were conducted to investigate the effects of specific gravity, initial void ratio, particle size distribution, sample aspect ratio, and frictional coefficients. Analyses of simulation results show good agreement with experimental results in the existing literature providing demonstrative explanations for deviations of the experimental results from Terzaghi's theory. A key finding is that for laboratory experiments with soil samples in a container, the wall friction and the aspect ratio significantly affect the critical hydraulic gradients. The effects of the various soil properties are first analyzed on an individual basis; based on the numerical simulation results, a theoretical model for piping is developed that considers the previously mentioned factors.
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U2 - 10.1061/(ASCE)GM.1943-5622.0000999
DO - 10.1061/(ASCE)GM.1943-5622.0000999
M3 - Article
AN - SCOPUS:85028545218
SN - 1532-3641
VL - 17
JO - International Journal of Geomechanics
JF - International Journal of Geomechanics
IS - 11
M1 - 04017097
ER -