Experimental Investigation of Internal Erosion of Gap-Graded Sands

Article Preview

Abstract:

Internal erosion often occurs in earthen water-retaining structures such as embankment dams, levees, or dikes, which are created by seepage flows through soil or other porous material where coarser and finer particles are mixed. This erosion process may be referred to as suffusion, resulting in the transportation of fine particles carried away from the soil structure by seepage. If internal erosion occurs, the strength of the soil will be changed, and gaps or cavities in the soil structure may be created, leading to the collapse of the soil, posing a risk of damage to earthen water-retaining structures. This research investigates internal erosion behaviour of gap-graded sands with various fine contents using a series of upward seepage tests. An in-house developed apparatus with a measurement of hydraulic gradient and permeability is used to investigate the initiation and progress of internal erosion.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

77-85

Citation:

Online since:

December 2024

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2024 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] ICOLD, E. D. (2020). Database Presentation. https://www.icoldcigb.org/GB/world_register/ database_presentation.asp

Google Scholar

[2] Foster, M., Fell, R., & Spannagle, M. (2000). A method for assessing the relative likelihood of failure of embankment dams by piping. Canadian geotechnical journal, 37(5), 1025-1061.

DOI: 10.1139/t00-029

Google Scholar

[3] USSD. (2021). Introduction to Internal Erosion in Dams and Their FoundationsDecember 2021 Prepared by the USSD Embankment Dams Committee

Google Scholar

[4] Thay,S., Likitlersuang, S. & Pipatpongsa, T. (2013). Monotonic and Cyclic Behavior of Chiang Mai Sand under Simple Shear Mode. Geotechnical and Geological Engineering 31(1), 67 – 82.

DOI: 10.1007/s10706-012-9563-9

Google Scholar

[5] Ngo, T.P., Likitlersuang, S. & Takahashi, A. (2019). Performance of a geosynthetic cementitious composite mat for stabilising sandy slopes. Geosynthetic International 26(3), 309-319.

DOI: 10.1680/jgein.19.00020

Google Scholar

[6] Mase L.Z., Likitlersuang, S. & Tobita, T. (2019). Cyclic Behaviour and Liquefaction Resistance of Izumio Sands in Osaka, Japan. Marine Georesources and Geotechnology 37(7), 765 – 774.

DOI: 10.1080/1064119x.2018.1485793

Google Scholar

[7] Mase, L.Z., Tanapalungkorn, W., Likitlersuang, S., Ueda, K. & Tobita, T. (2022). Liquefaction analysis of Izumio sands under variation of ground motions during strong earthquake in Osaka, Japan. Soils and Foundations 62(5), 101218.

DOI: 10.1016/j.sandf.2022.101218

Google Scholar

[8] Sukkarak, R., Tanapalungkorn, W., Likitlersuang, S. & Ueda, K. (2021). Liquefaction analysis of sandy soil during strong earthquake in Northern Thailand. Soils and Foundations 61(5), 1302-1318.

DOI: 10.1016/j.sandf.2021.07.003

Google Scholar

[9] Kézdi, Á. (1979). Soil physics: selected topics. Elsevier.

Google Scholar

[10] Ladd, R. (1978). Preparing test specimens using undercompaction. Geotechnical testing journal, 1(1), 16-23.

DOI: 10.1520/gtj10364j

Google Scholar

[11] Jiang, M., Konrad, J., & Leroueil, S. (2003). An efficient technique for generating homogeneous specimens for DEM studies. Computers and geotechnics, 30(7), 579-597.

DOI: 10.1016/s0266-352x(03)00064-8

Google Scholar

[12] Lade, P. V., Liggio, C. D., & Yamamuro, J. A. (1998). Effects of non-plastic fines on minimum and maximum void ratios of sand. Geotechnical testing journal, 21, 336-347.

DOI: 10.1520/gtj11373j

Google Scholar

[13] Yang, S., Lacasse, S., & Sandven, R. (2006). Determination of the transitional fines content of mixtures of sand and non-plastic fines. Geotechnical testing journal, 29(2), 102-107.

DOI: 10.1520/gtj14010

Google Scholar

[14] Skempton, A., & Brogan, J. (1994). Experiments on piping in sandy gravels. Geotechnique, 44(3), 449-460.

DOI: 10.1680/geot.1994.44.3.449

Google Scholar

[15] Shire, T., O'Sullivan, C., Hanley, K., & Fannin, R. (2014). Fabric and effective stress distribution in internally unstable soils. Journal of geotechnical and geoenvironmental engineering, 140(12), 04014072.

DOI: 10.1061/(asce)gt.1943-5606.0001184

Google Scholar

[16] Shire, T., O'Sullivan, C., & Hanley, K. (2016). The influence of fines content and size-ratio on the micro-scale properties of dense bimodal materials. Granular Matter, 18(3), 52.

DOI: 10.1007/s10035-016-0654-9

Google Scholar

[17] Rochim, A., Marot, D., Sibille, L., & Thao Le, V. (2017). Effects of hydraulic loading history on suffusion susceptibility of cohesionless soils. Journal of geotechnical and geoenvironmental engineering, 143(7), 04017025.

DOI: 10.1061/(asce)gt.1943-5606.0001673

Google Scholar

[18] Zhong, C., Le, V. T., Bendahmane, F., Marot, D., & Yin, Z.-Y. (2018). Investigation of spatial scale effects on suffusion susceptibility. Journal of geotechnical and geoenvironmental engineering, 144(9), 04018067.

DOI: 10.1061/(asce)gt.1943-5606.0001935

Google Scholar

[19] Sail, Y., Marot, D., Sibille, L., & Alexis, A. (2011). Suffusion tests on cohesionless granular matter: experimental study. European Journal of Environmental and Civil Engineering, 15(5), 799-

DOI: 10.3166/ejece.15.799-817

Google Scholar