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Published in: Bulletin of Engineering Geology and the Environment 8/2019

15-04-2019 | Original Paper

Experimental study of subsurface erosion in granitic under the conditions of different soil column angles and flow discharges

Authors: Weiping Liu, Shaofeng Wan, Faming Huang, Xiaoyan Luo, Mingfu Fu

Published in: Bulletin of Engineering Geology and the Environment | Issue 8/2019

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Abstract

Soil erosion leads to soil loss and affects the hydraulic and mechanical properties of soils, and as a result, the soil fertility, eco-environmental quality, and reliability of engineering facilities will decline. Thus, it is very significant to study the mechanisms of subsurface erosion of granitic under different natural environmental conditions. However, limited studies focus on the effects of combined erosion angles and flow discharges on the subsurface erosion amount. This study self-made a subsurface erosion simulator and designed a series of combinational conditions of different soil column angles (0°, 30°, 60°) and different flow discharges (25 l/h, 50 l/h, 100 l/h) to simulate the subsurface erosion phenomenon and processes of moisture migration within granitic collected from a collapsing erosion area in southern China. Results show that the subsurface erosion development in the soil column is a complex and progressive process with obvious preferential flow, which indicates the transportability of soil particles, and the processes of soil subsurface erosion change markedly along with the change of soil column angle and flow discharge. Moreover, the growth rates of wetting front and subsurface erosion amount will speed up along with the increase of soil column angle of flow discharge. The relations between the advance rate of wetting front and time since the beginning of the test demonstrate bilinear. The erosion amount has obvious fluctuation during the process of subsurface erosion in granitic due to fine particles erosion, reposition, pore clogging, and flushing.

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Literature
go back to reference Aboul Hosn R, Sibille L, Benahmed N, Chareyre B (2018) A discrete numerical model involving partial fluid-solid coupling to describe suffusion effects in soils. Comput Geotech 95:30–39 Aboul Hosn R, Sibille L, Benahmed N, Chareyre B (2018) A discrete numerical model involving partial fluid-solid coupling to describe suffusion effects in soils. Comput Geotech 95:30–39
go back to reference Adel HD, Koenders MA, Bakker KJ (1994) The analysis of relaxed criteria for erosion-control filters. Can Geotech J 31:829–840 Adel HD, Koenders MA, Bakker KJ (1994) The analysis of relaxed criteria for erosion-control filters. Can Geotech J 31:829–840
go back to reference Bryan RB (2000) Soil erodibility and processes of water erosion on hillslope. Geomorphology 32:385–415 Bryan RB (2000) Soil erodibility and processes of water erosion on hillslope. Geomorphology 32:385–415
go back to reference Castillo C, Gómez JA (2016) A century of gully erosion research: urgency, complexity and study approaches. Earth Sci Rev 160:300–319 Castillo C, Gómez JA (2016) A century of gully erosion research: urgency, complexity and study approaches. Earth Sci Rev 160:300–319
go back to reference Chen Q, Li L, Chang-Rong HE, Zhu FQ (2009) Criterion of piping types for gap-graded coarse-grained soils. Rock Soil Mech 30:2249–2253 Chen Q, Li L, Chang-Rong HE, Zhu FQ (2009) Criterion of piping types for gap-graded coarse-grained soils. Rock Soil Mech 30:2249–2253
go back to reference Cividini A, Gioda G (2004) Finite-element approach to the erosion and transport of fine particles in granular soils. Int J Geomech 4:191–198 Cividini A, Gioda G (2004) Finite-element approach to the erosion and transport of fine particles in granular soils. Int J Geomech 4:191–198
go back to reference Cividini A, Bonomi S, Vignati GC, Gioda G (2009) Seepage-induced erosion in granular soil and consequent settlements. Int J Geomech 9:187–194 Cividini A, Bonomi S, Vignati GC, Gioda G (2009) Seepage-induced erosion in granular soil and consequent settlements. Int J Geomech 9:187–194
go back to reference Dahaghi AK (2011) A novel workflow to model permeability impairment through particle movement and deposition in porous media. Transp Porous Media 86:867–879 Dahaghi AK (2011) A novel workflow to model permeability impairment through particle movement and deposition in porous media. Transp Porous Media 86:867–879
go back to reference Fox GA, Heeren DM, Wilson GV, Langendoen EJ, Fox AK, Chu-Agor ML (2010) Numerically predicting seepage gradient forces and erosion: sensitivity to soil hydraulic properties. J Hydrol 389:354–362 Fox GA, Heeren DM, Wilson GV, Langendoen EJ, Fox AK, Chu-Agor ML (2010) Numerically predicting seepage gradient forces and erosion: sensitivity to soil hydraulic properties. J Hydrol 389:354–362
go back to reference García-Ruiz JM, Beguería S, Lana-Renault N, Nadal-Romero E, Cerdà A (2017) Ongoing and emerging questions in water erosion studies. Land Degrad Dev 28:5–21 García-Ruiz JM, Beguería S, Lana-Renault N, Nadal-Romero E, Cerdà A (2017) Ongoing and emerging questions in water erosion studies. Land Degrad Dev 28:5–21
go back to reference Gholami V, Khaleghi MR (2013) The impact of vegetation on the bank erosion (case study: the Haraz River). Soil & Water Res 8:158–164 Gholami V, Khaleghi MR (2013) The impact of vegetation on the bank erosion (case study: the Haraz River). Soil & Water Res 8:158–164
go back to reference Hadj-Hamou T, Tavassoli MR, Sherman WC (1990) Laboratory testing of filters and slot sizes for relief wells. J Geotech Eng 9:1325–1346 Hadj-Hamou T, Tavassoli MR, Sherman WC (1990) Laboratory testing of filters and slot sizes for relief wells. J Geotech Eng 9:1325–1346
go back to reference Huang F, Luo X, Liu W (2017) Stability analysis of hydrodynamic pressure landslides with different permeability coefficients affected by reservoir water level fluctuations and rainstorms. Water 9:450 Huang F, Luo X, Liu W (2017) Stability analysis of hydrodynamic pressure landslides with different permeability coefficients affected by reservoir water level fluctuations and rainstorms. Water 9:450
go back to reference Huang F, Yao C, Liu W, Li Y, Liu X (2018) Landslide susceptibility assessment in the Nantian area of China: a comparison of frequency ratio model and support vector machine. Geomat Nat Haz Risk 9:919–938 Huang F, Yao C, Liu W, Li Y, Liu X (2018) Landslide susceptibility assessment in the Nantian area of China: a comparison of frequency ratio model and support vector machine. Geomat Nat Haz Risk 9:919–938
go back to reference Indraratna B, Vafai F (1997) Analytical model for particle migration within base soil-filter system. J Geotech Geoenviron Eng 123:100–109 Indraratna B, Vafai F (1997) Analytical model for particle migration within base soil-filter system. J Geotech Geoenviron Eng 123:100–109
go back to reference Iverson RM, Major JJ (1986) Groundwater seepage vectors and the potential for hillslope failure and debris flow mobilization. Water Resour Res 22:1543–1548 Iverson RM, Major JJ (1986) Groundwater seepage vectors and the potential for hillslope failure and debris flow mobilization. Water Resour Res 22:1543–1548
go back to reference Kajdas B, Michalik MJ, Migoń P (2017) Mechanisms of granite alteration into grus, Karkonosze granite, SW Poland. Catena 150:230–245 Kajdas B, Michalik MJ, Migoń P (2017) Mechanisms of granite alteration into grus, Karkonosze granite, SW Poland. Catena 150:230–245
go back to reference Kawano K, Shire T, O’Sullivan C (2017) Coupled DEM-CFD analysis of the initiation of internal instability in a gap-graded granular embankment filter. Paper presented at the European Physical Journal Web of Conferences, vol 140, p 10005 Kawano K, Shire T, O’Sullivan C (2017) Coupled DEM-CFD analysis of the initiation of internal instability in a gap-graded granular embankment filter. Paper presented at the European Physical Journal Web of Conferences, vol 140, p 10005
go back to reference Ke L, Takahashi A (2012a) Strength reduction of cohesionless soil due to internal erosion induced by one-dimensional upward seepage flow. Soils Found 52:698–711 Ke L, Takahashi A (2012a) Strength reduction of cohesionless soil due to internal erosion induced by one-dimensional upward seepage flow. Soils Found 52:698–711
go back to reference Ke L, Takahashi A (2012b) Strength reduction of gap-graded cohesionless soil due to internal erosion. Paper presented at the 5th Asia-Pacific Conference on Unsaturated Soils 2012, Pattaya, Thailand Ke L, Takahashi A (2012b) Strength reduction of gap-graded cohesionless soil due to internal erosion. Paper presented at the 5th Asia-Pacific Conference on Unsaturated Soils 2012, Pattaya, Thailand
go back to reference Ke L, Takahashi A (2015) Drained monotonic responses of suffusional cohesionless soils. J Geotech Geoenviron 141:04015032 Ke L, Takahashi A (2015) Drained monotonic responses of suffusional cohesionless soils. J Geotech Geoenviron 141:04015032
go back to reference Koenders MA, Williams AF (1992) Flow equations of particle fluid mixtures. Acta Mech 92:91–116 Koenders MA, Williams AF (1992) Flow equations of particle fluid mixtures. Acta Mech 92:91–116
go back to reference Liu Z, Yue J, Miao T (2004) Capillary-tube model for piping in noncohesive soils and its application. Chin J Rock Mech Eng 23:3871–3876 Liu Z, Yue J, Miao T (2004) Capillary-tube model for piping in noncohesive soils and its application. Chin J Rock Mech Eng 23:3871–3876
go back to reference Manyevere A, Muchaonyerwa P, Mnkeni PNS, Laker MC (2016) Examination of soil and slope factors as erosion controlling variables under varying climatic conditions. Catena 147:245–257 Manyevere A, Muchaonyerwa P, Mnkeni PNS, Laker MC (2016) Examination of soil and slope factors as erosion controlling variables under varying climatic conditions. Catena 147:245–257
go back to reference Moffat R, Fannin RJ, Garner SJ (2011) Spatial and temporal progression of internal erosion in cohesionless soil. Can Geotech J 48:399–412 Moffat R, Fannin RJ, Garner SJ (2011) Spatial and temporal progression of internal erosion in cohesionless soil. Can Geotech J 48:399–412
go back to reference Ojha CSP, Singh VP, Adrian DD (2003) Determination of critical head in piping. J Hydraul Eng 129:511–518 Ojha CSP, Singh VP, Adrian DD (2003) Determination of critical head in piping. J Hydraul Eng 129:511–518
go back to reference Padrones JT, Imai A, Takahashi R (2017) Geochemical behavior of rare earth elements in weathered granitic rocks in northern Palawan, Philippines: REE in weathered granitoids in Palawan resource geology an official journal of the society of. Resour Geol 67:231–253 Padrones JT, Imai A, Takahashi R (2017) Geochemical behavior of rare earth elements in weathered granitic rocks in northern Palawan, Philippines: REE in weathered granitoids in Palawan resource geology an official journal of the society of. Resour Geol 67:231–253
go back to reference Sato M, Kuwano R (2015) Influence of location of subsurface structures on development of underground cavities induced by internal erosion. Soils Found 55:829–840 Sato M, Kuwano R (2015) Influence of location of subsurface structures on development of underground cavities induced by internal erosion. Soils Found 55:829–840
go back to reference Sato M, Kuwano R (2015b) Suffusion and clogging by one-dimensional seepage tests on cohesive soil. Soils Found 55:1427–1440 Sato M, Kuwano R (2015b) Suffusion and clogging by one-dimensional seepage tests on cohesive soil. Soils Found 55:1427–1440
go back to reference Shen H, Zheng F, Wen L, Lu J, Jiang Y (2015) An experimental study of rill erosion and morphology. Geomorphology 231:193–201 Shen H, Zheng F, Wen L, Lu J, Jiang Y (2015) An experimental study of rill erosion and morphology. Geomorphology 231:193–201
go back to reference Sherard JL, Dunnigan PL, Talbot RJ (1984) Filters for silts and clays. J Geotech Eng 110:701–718 Sherard JL, Dunnigan PL, Talbot RJ (1984) Filters for silts and clays. J Geotech Eng 110:701–718
go back to reference Sinoga JDR, Diaz AR, Bueno EF, Murillo JFM (2010) The role of soil surface conditions in regulating runoff and erosion processes on a metamorphic hillslope (southern Spain): soil surface conditions, runoff and erosion in southern Spain. Catena 80:131–139 Sinoga JDR, Diaz AR, Bueno EF, Murillo JFM (2010) The role of soil surface conditions in regulating runoff and erosion processes on a metamorphic hillslope (southern Spain): soil surface conditions, runoff and erosion in southern Spain. Catena 80:131–139
go back to reference Soohoo WM, Wang C, Li H (2017) Geospatial assessment of bioenergy land use and its impacts on soil erosion in the U.S. Midwest. J Environ Manag 190:188–196 Soohoo WM, Wang C, Li H (2017) Geospatial assessment of bioenergy land use and its impacts on soil erosion in the U.S. Midwest. J Environ Manag 190:188–196
go back to reference Stavropoulou M, Papanastasiou P, Vardoulakis I (1998) Coupled wellbore erosion and stability analysis. Int J Numer Anal Methods Geomech 22:749–769 Stavropoulou M, Papanastasiou P, Vardoulakis I (1998) Coupled wellbore erosion and stability analysis. Int J Numer Anal Methods Geomech 22:749–769
go back to reference Sterpi D (2003) Effects of the erosion and transport of fFine particles due to seepage flow. Int J Geomech 3:111–122 Sterpi D (2003) Effects of the erosion and transport of fFine particles due to seepage flow. Int J Geomech 3:111–122
go back to reference Tomlinson SS, Vaid YP (2000) Seepage forces and confining pressure effects on piping erosion. Can Geotech J 37:1–13 Tomlinson SS, Vaid YP (2000) Seepage forces and confining pressure effects on piping erosion. Can Geotech J 37:1–13
go back to reference Vaughan PR, Soares FH (1982) Design of filters for clay cores of dams. J Geotech Eng Div 108:17–31 Vaughan PR, Soares FH (1982) Design of filters for clay cores of dams. J Geotech Eng Div 108:17–31
go back to reference Wan CF, Fell R (2008) Assessing the potential of internal instability and suffusion in embankment dams and their foundations. J Geotech Geoenviron Eng 134:401–407 Wan CF, Fell R (2008) Assessing the potential of internal instability and suffusion in embankment dams and their foundations. J Geotech Geoenviron Eng 134:401–407
go back to reference Wang S, Chen JS, Luo YL, Sheng JC (2014) Experiments on internal erosion in sandy gravel foundations containing a suspended cutoff wall under complex stress states. Nat Hazards 74:1163–1178 Wang S, Chen JS, Luo YL, Sheng JC (2014) Experiments on internal erosion in sandy gravel foundations containing a suspended cutoff wall under complex stress states. Nat Hazards 74:1163–1178
go back to reference Wang S, Chen JS, He HQ, He WZ (2016) Experimental study on piping in sandy gravel foundations considering effect of overlying clay. Water Sci Eng 9:165–171 Wang S, Chen JS, He HQ, He WZ (2016) Experimental study on piping in sandy gravel foundations considering effect of overlying clay. Water Sci Eng 9:165–171
go back to reference Wu LZ, Zhou Y, Sun P, Shi JS, Liu GG, Bai LY (2017) Laboratory characterization of rainfall-induced loess slope failure. Catena 150:1–8 Wu LZ, Zhou Y, Sun P, Shi JS, Liu GG, Bai LY (2017) Laboratory characterization of rainfall-induced loess slope failure. Catena 150:1–8
go back to reference Yerro A, Rohe A, Soga K (2017) Modelling internal erosion with the material point method. Procedia Engineering 175:365–372 Yerro A, Rohe A, Soga K (2017) Modelling internal erosion with the material point method. Procedia Engineering 175:365–372
go back to reference Zhang XC, Nearing MA, Garbrecht JD (2017) Gaining insights into interrill erosion processes using rare earth element tracers. Geoderma 299:63–72 Zhang XC, Nearing MA, Garbrecht JD (2017) Gaining insights into interrill erosion processes using rare earth element tracers. Geoderma 299:63–72
go back to reference Zhang F, Li M, Peng M, Chen C, Zhang L (2018) Three-dimensional DEM modeling of the stress–strain behavior for the gap-graded soils subjected to internal erosion. Acta Geotech 1–17 Zhang F, Li M, Peng M, Chen C, Zhang L (2018) Three-dimensional DEM modeling of the stress–strain behavior for the gap-graded soils subjected to internal erosion. Acta Geotech 1–17
Metadata
Title
Experimental study of subsurface erosion in granitic under the conditions of different soil column angles and flow discharges
Authors
Weiping Liu
Shaofeng Wan
Faming Huang
Xiaoyan Luo
Mingfu Fu
Publication date
15-04-2019
Publisher
Springer Berlin Heidelberg
Published in
Bulletin of Engineering Geology and the Environment / Issue 8/2019
Print ISSN: 1435-9529
Electronic ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-019-01519-w

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