Examining the impact of the inter-coarse void ratio (ICVR) on suffusion susceptibility and erosion prediction model
##plugins.themes.academic_pro.article.main##
Author
-
Tran Dinh MinhThe University of Danang - University of Science and Technology, Danang, VietnamHa Anh DucThe University of Danang - University of Science and Technology, Danang, Vietnam
Từ khóa:
Tóm tắt
Suffusion, one of the primary types of internal erosion, preferentially erodes fine grains inside the skeleton of coarse particles due to interstitial permeability. The occurrence of suffusion damages earthen dams and affects the living environment around these structures. To avoid the effect of suffusion, many previous studies in the literature have investigated physical parameters influencing suffusion triggers or predicted suffusion potential. Yet, the precise impact of physical parameters, namely the inter-coarse void ratio (ICVR), on suffusion susceptibility was not considered. Thus, the crucial objectives of this article are devoted to investigating the effects of ICVR on suffusion susceptibility. The results show that suffusion susceptibility decreases until the minimum value at ICVR is 1.1 before increasing again. In addition, models for erosion prediction were proposed based on two physical parameters: ICVR and grain size distribution, which are easily determined in the laboratory.
Tài liệu tham khảo
-
[1] Foster, R. Fell, and M. Spannagle, "The statistics of embankment dam failures and accidents", Canadian Geotechnical Journal, vol. 37, no. 5, pp. 1000-1024, 2000. https://doi.org/10.1139/t00-03
[2] Fry, "Introduction to the process of internal erosion in hydraulic structures: embankment dams and dikes", Erosion of geomaterials, pp. 1-37, 2012. https://doi.org/10.1002/9781118561737.ch1
[3] Marot, M. T. Dinh, and F. Bendahmane, "Multidirectional flow apparatus for assessing soil internal erosion susceptibility", Geotechnical Testing Journal, vol. 43, no. 6, 20190254, 2020.
[4] Ke, and A. Takahashi, "Strength reduction of cohesionless soil due to internal erosion induced by one-dimensional upward seepage flow", Soils and Foundations, vol. 52, no. 4, pp. 698-711, 2012.
[5] Ke, and A. Takahashi., "Drained monotonic responses of suffusional cohesionless soils", Journal of Geotechnical and Geoenvironmental Engineering, vol. 141, no. 8, 04015032, 2015.
[6] F. Wan, and R. Fell, "Assessing the potential of internal instability and suffusion in embankment dams and their foundations", Journal of geotechnical and geoenvironmental engineering, vol. 134, no. 3, pp. 401-407, 2008.
[7] Xiao, and N. Shwiyhat, “Experimental investigation of the effects of suffusion on physical and geomechanic characteristics of sandy soils”, Geotechnical Testing Journal, vol. 35, no. 6, 104594, 2012.
[8] Kovács, Seepage hydraulics, Elsevier, 2011.
[9] C. Kenney, and D. Lau, "Internal stability of granular filters" Canadian geotechnical journal, vol. 22, no. 2, pp. 215-225, 1985.
[10] V. Burenkova, "Assessment of suffusion in non-cohesive and graded soils", Filters in geotechnical and hydraulic engineering. Balkema, Rotterdam, pp. 357-360, 1993.
[11] Li, Maoxin, and R. Jonathan Fannin, "Comparison of two criteria for internal stability of granular soil", Canadian Geotechnical Journal, vol. 45, no. 9, pp. 1303-1309, 2008. DOI:10.1139/T08-046
[12] Indraratna, and S. Radampola, "Analysis of critical hydraulic gradient for particle movement in filtration", Journal of Geotechnical and Geoenvironmental Engineering, vol. 128, no. 4, pp. 347-350, 2002.
[13] To, P., A. Scheuermann, and D. J. Williams, "Quick assessment on susceptibility to suffusion of continuously graded soils by curvature of particle size distribution", Acta Geotechnica, vol. 13, no. 1, pp. 1241-1248, 2018.
[14] Marot, F. Bendahmane, and H. H. Nguyen "Influence of angularity of coarse fraction grains on internal erosion process", La Houille Blanche, vol. 98, no. 6, pp. 47-53, 2012.
[15] W. Skempton, and J. M. Brogan, "Experiments on piping in sandy gravels", Geotechnique, vol. 44, no. 3, pp. 449-460, 1994.
[16] Li, Seepage induced instability in widely graded soils, The University of British Columbia, 2008.
[17] S. Chang, and L. M. Zhang, "A stress-controlled erosion apparatus for studying internal erosion in soils", Geotechnical Testing Journal, vol. 34, no. 6, pp. 579-589, 2011.
[18] LI, and R.J. Fannin, "A theoretical envelope for internal instability of cohesionless soil", Géotechnique, vol. 62, no. 1, pp. 77-80, 2012.
[19] Kézdi, A, Soil physics-selected topics, Developments in geotechnical engineering-25, No. Monograph, 1979.
[20] T. Le, D. Marot, A. Rochim, F. Bendahmane, and H. Nguyen, "Suffusion susceptibility investigation by energy-based method and statistical analysis", Canadian Geotechnical Journal, vol. 55, no. 1, pp. 57-68, 2018.
[21] S. Chang, and L. M. Zhang, "Critical hydraulic gradients of internal erosion under complex stress states", Journal of Geotechnical and Geoenvironmental Engineering, vol. 139, no. 9, pp. 1454-1467, 2013.
[22] Taha, N.-S. Nguyen, D. Marot, A. Hijazi and K. Abou-Saleh, "Micro-scale investigation of the role of finer grains in the behavior of bidisperse granular materials", Granular Matter, vol. 21, no. 2, pp. 1-17, 2019.
[23] Thevanayagam, and S. Mohan, "Intergranular state variables and stress–strain behaviour of silty sands", Geotechnique, vol. 50, no. 1, pp. 1-23, 2000.
[24] Indraratna, J. Israr, and C. Rujikiatkamjorn, "Geometrical method for evaluating the internal instability of granular filters based on constriction size distribution", Journal of Geotechnical and Geoenvironmental Engineering, vol. 141, no. 10, 04015045, 2015.
[25] F. Wan, and R. Fell, "Investigation of rate of erosion of soils in embankment dams", Journal of geotechnical and geoenvironmental engineering, vol. 130, no. 4, pp. 373-380, 2004.
[26] L. Briaud, H. C. Chen, A. V. Govindasamy, and R. Storesund, "Levee erosion by overtopping in New Orleans during the Katrina Hurricane", Journal of geotechnical and geoenvironmental engineering, vol. 134, no. 5, pp. 618-632, 2008.
[27] Marot, P.-L. Regazzoni, and T. Wahl, "Energy-based method for providing soil surface erodibility rankings", Journal of Geotechnical and Geoenvironmental Engineering, vol. 137, no. 12, pp. 1290-1293, 2011.
[28] Marot, A. Rochim, H.-H. Nguyen, F. Bendahmane, and L. Sibille, "Assessing the susceptibility of gap-graded soils to internal erosion: proposition of a new experimental methodology", Natural Hazards, vol. 83, no. 1, pp. 365-388, 2016.
[29] Regazzoni, Pierre-Louis, and Didier Marot, "Investigation of interface erosion rate by Jet Erosion Test and statistical analysis", European Journal of Environmental and Civil Engineering, vol. 15, no. 8, pp. 1167-1185, 2011.
[30] M. Tran, "Effect of fine content to internal erosion susceptibility for gap-graded and well-graded soils", Journal of Science and Technology in Civil Engineering, HUCE (NUCE), vol. 16, no. 2V, pp. 103-112, 2022.
[31] M. Tran, Suffusion susceptibility characterization by taking into consideration the context of engineering practice, Diss. Nantes, 2020.
[32] Y. Shamseldin, "Application of a neural network technique to rainfall-runoff modelling", Journal of hydrology, vol. 199, no. 3, pp. 272-294, 1997.