Impacts of intensive seepage flow on suffusion development in cohesionless soil: Insight from a theoretical model

Geomechanics for Energy and the Environment - Tập 31 - Trang 100382 - 2022
Zhe Huang1, Yuchuan Bai1, Haijue Xu1
1State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, 300350, China

Tài liệu tham khảo

Foster, 2000, The statistics of embankment dam failures and accidents, Can Geotech J, 37, 1000, 10.1139/t00-030 Orlandini, 2015, Evidence of an emerging levee failure mechanism causing disastrous floods in Italy, Water Resour Res, 51, 7995, 10.1002/2015WR017426 Hu, 2020, Suffusion-induced evolution of mechanical and microstructural properties of gap-graded soils using CFD-DEM, J Geotech Geoenviron Eng, 146, 10.1061/(ASCE)GT.1943-5606.0002245 Horikoshi, 2015, Suffusion-induced change in spatial distribution of fine fractions in embankment subjected to seepage flow, Soils Found, 55, 1293, 10.1016/j.sandf.2015.09.027 Liang, 2017, Onset of suffusion in gap-graded soils under upward seepage, Soils Found, 57, 849, 10.1016/j.sandf.2017.08.017 Yang, 2019, Analysis of suffusion in cohesionless soils with randomly distributed porosity and fines content, Comput Geotech, 111, 157, 10.1016/j.compgeo.2019.03.011 Xiao, 2012, Experimental investigation of the effects of suffusion on physical and geomechanic characteristics of sandy soils, Geotech Test J, 35, 890, 10.1520/GTJ104594 Ke, 2012, Strength reduction of cohesionless soil due to internal erosion induced by one-dimensional upward seepage flow, Soils Found, 52, 698, 10.1016/j.sandf.2012.07.010 Skempton, 1994, Experiments on piping in sandy gravels, Géotechnique, 44, 449, 10.1680/geot.1994.44.3.449 Huang, 2017, A theoretical model to predict the critical hydraulic gradient for soil particle movement under two-dimensional seepage flow, Water, 9 Luo, 2017, Flume-scale experiments on suffusion at the bottom of cutoff wall in sandy gravel alluvium, Can Geotech J, 54, 1716, 10.1139/cgj-2016-0248 Luo, 2020, Effect of open-framework gravel on suffusion in sandy gravel alluvium, Acta Geotech, 15, 2649, 10.1007/s11440-020-00933-9 Fox, 2011, Flow and transport experiments for a streambank seep originating from a preferential flow pathway, J Hydrol, 403, 360, 10.1016/j.jhydrol.2011.04.014 Liang, 2017, Numerical simulation of backward erosion piping in heterogeneous fields, Water Resour Res, 53, 3246, 10.1002/2017WR020425 Wilson, 2017, Sediment detachment and transport processes associated with internal erosion of soil pipes: Sediment detachment and transport in soil pipes, Earth Surf Process Landf, 43, 45, 10.1002/esp.4147 Liang, 2020, Experimental investigation of internal erosion behaviours in inclined seepage flow, Hydrol Process, 34, 5315, 10.1002/hyp.13944 Zhou, 2020, Numerical simulation of the influence of seepage direction on suffusion in granular soils, Arab J Geosci, 13, 669, 10.1007/s12517-020-05504-6 Fox, 2010, The role of subsurface flow in hillslope and stream bank erosion: a review, Soil Sci Am J, 74, 717, 10.2136/sssaj2009.0319 Newman, 2013, Mesoscale connectivity through a natural levee, Hydrol Earth Syst Sci, 17, 691, 10.5194/hess-17-691-2013 Zhang, 2013, A thermodynamics-based model on the internal erosion of earth structures, Geotech Geol Eng, 31, 479, 10.1007/s10706-012-9600-8 Adamo, 2020, Dam safety problems related to seepage, J Earth Sci Geotech Eng, 10, 191 Rice, 2010, Findings of case histories on the long-term performance of seepage barriers in dams, J Geotech Geoenviron Eng, 136, 2, 10.1061/(ASCE)GT.1943-5606.0000175 Werner, 2020, Sediment mobilisation and release through groundwater discharge to the land surface: Review and theoretical development, Sci Total Environ, 714, 10.1016/j.scitotenv.2020.136757 Howard, 1988, Erosion of cohesionless sediment by groundwater seepage, Water Resour Res, 24, 1659, 10.1029/WR024i010p01659 Indraratna, 2002, Analysis of critical Hydraulic gradient for particle movement in filtration, J Geotech Geoenviron Eng, 128, 347, 10.1061/(ASCE)1090-0241(2002)128:4(347) Fox, 2010, Numerically predicting seepage gradient forces and erosion: Sensitivity to soil hydraulic properties, J Hydrol, 389, 354, 10.1016/j.jhydrol.2010.06.015 Marot, 2016, Assessing the susceptibility of gap-graded soils to internal erosion: proposition of a new experimental methodology, Nat Hazards, 83, 365, 10.1007/s11069-016-2319-8 Hunter, 2018, Visualisation of seepage-induced suffusion and suffosion within internally erodible granular media, Géotechnique, 68, 918, 10.1680/jgeot.17.P.161 Sterpi, 2003, Effects of the erosion and transport of fine particles due to seepage flow, Int J Geomech, 3, 111, 10.1061/(ASCE)1532-3641(2003)3:1(111) Cividini, 2004, Finite-element approach to the erosion and transport of fine particles in granular soils, Int J Geomech, 4, 191, 10.1061/(ASCE)1532-3641(2004)4:3(191) Chen, 2013, 18 Liang, 2013, Two-flow model for piping erosion based on liquid–solid coupling, J Cent South Univ, 20, 2299, 10.1007/s11771-013-1737-y Chen, 2015, Experimental study on suffusion of gravelly soil, Soil Mech Found Eng, 52, 135, 10.1007/s11204-015-9319-7 Liu, 2018, Adsorption properties of rare earth soils on Ammonium Nitrogen, IOP Conf Ser: Earth Environ Sci, 191 Shire, 2013, Micromechanical assessment of an internal stability criterion, Acta Geotech, 8, 81, 10.1007/s11440-012-0176-5 Zhang, 2018, Three-dimensional DEM modelling of the stress–strain behaviour for the gap-graded soils subjected to internal erosion, Acta Geotech, 1, 1 Hu, 2019, Suffusion-induced deformation and microstructural change of granular soils: a coupled CFD-DEM study, Acta Geotech, 14, 795, 10.1007/s11440-019-00789-8 Hu, 2020, CFD-DEM modeling of suffusion effect on undrained behavior of internally unstable soils, Comput Geotech, 126, 10.1016/j.compgeo.2020.103692 Ding, 2014, Effect of model scale and particle size distribution on PFC3D simulation results, Rock Mech Rock Eng, 47, 2139, 10.1007/s00603-013-0533-1 Huang, 2021, A vertical layered theoretical model to predict the suffusion-induced heterogeneity of cohesionless soil, J Hydrol, 598 Allaire, 2009, Quantifying preferential flow in soils: A review of different techniques, J Hydrol, 378, 179, 10.1016/j.jhydrol.2009.08.013 Huang, 2021, A theoretical model to predict suffusion induced particle movement in cohesionless soil under seepage flow, Eur J Soil Sci, 72, 1395, 10.1111/ejss.13062 Chen, 2012, Piping and non-uniform permeability development of cohesionless soils, Chinese J Geotech Eng, 34, 1432 Nguyen, 2019, Experimental investigation of microstructural changes in soils eroded by suffusion using x-ray tomography, Acta Geotech, 14, 749, 10.1007/s11440-019-00787-w Chapuis, 2004, Predicting the saturated hydraulic conductivity of sand and gravel using effective diameter and void ratio, Can Geotech J, 41, 787, 10.1139/t04-022 Huang, 2019, A theoretical-empirical model to predict the saturated hydraulic conductivity of sand, Soil Sci Am J, 83, 64, 10.2136/sssaj2017.09.0322 Liu, 2017, Combined effect of hysteresis and heterogeneity on the stability of an embankment under transient seepage, Eng Geol, 219, 140, 10.1016/j.enggeo.2016.11.011 Smith, 2011, Assessing hydraulic conductivities of a compacted dam core using geostatistical analysis of construction control data, Can Geotech J, 48, 1314, 10.1139/t11-038