Comptes Rendus
no. 8
Influence of the percentage of sand on the behavior of gap-graded cohesionless soils
Ndriamihaja Livah Andrianatrehina1  ; Hanène Souli1  ; Joël Rech1  ; Jean-Jacques Fry2  ; Jean-Marie Fleureau3  ; Saïd Taibi4
1 Université de Lyon, École nationale d'ingénieurs de Saint-Étienne (ENI Saint-Étienne), Laboratoire de tribologie et dynamique des systèmes, CNRS UMR 5513, 58, rue Jean-Parot, 42023 Saint-Étienne cedex, France
2 Électricité de France, Centre d'ingéniérie hydraulique, 73073 Le Bourget-du-Lac cedex, France
3 Laboratoire de mécanique des sols, structures et matériaux, CNRS UMR 8579, École centrale Paris, Grande voie des Vignes, 92295 Châtenay-Malabry, France
4 Laboratoire “Ondes et milieux complexes”, CNRS UMR 6294, Université du Havre, rue Philippe-Lebon, 76600 Le Havre, France
Comptes Rendus. Mécanique, Volume 344 (2016) no. 8, pp. 539-546.

In this work, the effect of the fine content on the undrained mechanical behavior of a granular material is studied. Consolidated undrained triaxial tests were carried out on sand and gravel mixtures. The intact sample contains 30% of sand. In order to simulate suffusion in the sample, degradation consisted in reducing the fines amount to 20, 10 and 5%.

The undrained peak strength and the dilative phase amplitude decrease when the fine content decreases, with the highest values for the intact sample and the lowest values for the sample with 5% fines. On the other hand, the contractive phase progressively increases with the fine content. The degraded samples present a higher internal friction angles than the intact one.

Reçu le :
Accepté le :
Publié le :
DOI : 10.1016/j.crme.2016.03.001
Mots clés : Undrained triaxial tests, Granular materials, Fine content, Internal friction angles
Ndriamihaja Livah Andrianatrehina 1 ; Hanène Souli 1 ; Joël Rech 1 ; Jean-Jacques Fry 2 ; Jean-Marie Fleureau 3 ; Saïd Taibi 4

1 Université de Lyon, École nationale d'ingénieurs de Saint-Étienne (ENI Saint-Étienne), Laboratoire de tribologie et dynamique des systèmes, CNRS UMR 5513, 58, rue Jean-Parot, 42023 Saint-Étienne cedex, France
2 Électricité de France, Centre d'ingéniérie hydraulique, 73073 Le Bourget-du-Lac cedex, France
3 Laboratoire de mécanique des sols, structures et matériaux, CNRS UMR 8579, École centrale Paris, Grande voie des Vignes, 92295 Châtenay-Malabry, France
4 Laboratoire “Ondes et milieux complexes”, CNRS UMR 6294, Université du Havre, rue Philippe-Lebon, 76600 Le Havre, France 
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     journal = {Comptes Rendus. M\'ecanique},
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Ndriamihaja Livah Andrianatrehina; Hanène Souli; Joël Rech; Jean-Jacques Fry; Jean-Marie Fleureau; Saïd Taibi. Influence of the percentage of sand on the behavior of gap-graded cohesionless soils. Comptes Rendus. Mécanique, Volume 344 (2016) no. 8, pp. 539-546. doi : 10.1016/j.crme.2016.03.001. https://comptes-rendus.academie-sciences.fr/mecanique/articles/10.1016/j.crme.2016.03.001/

[1] D. Chang; L. Zhang Critical hydraulic gradients of internal erosion under complex stress states, J. Geotech. Geoenviron. Eng., Volume 139 (2013), pp. 1454-1467

[2] L. Ke; A. Takahashi Drained monotonic responses of suffusional cohesionless soils, J. Geotech. Geoenviron. Eng., Volume 141 (2015)

[3] Y. Sail; D. Marot; L. Sibille; A. Alexis Suffusion tests on cohesionless granular matter, Eur. J. Environ. Civ. Eng., Volume 15 (2011), pp. 799-817

[4] F. Bendahmane; D. Marot; A. Alexis Experimental parametric study of suffusion and backward erosion, J. Geotech. Geoenviron. Eng., Volume 134 (2008), pp. 57-67

[5] D. Marot, F. Bendahmane, H. Haï Nguyen, Influence of angularity of coarse fraction grains on internal erosion process, ICSE6, Paris, 27–31 August 2012, Paper 075.

[6] M. Ouyang; A. Takahashi Influence of initial fines content on fabric of soils subjected to internal erosion, Can. Geotech. J., Volume 52 (2015), pp. 1-15

[7] L. Ke; A. Takahashi Strength reduction of cohesionless soil due to internal erosion induced by one-dimensional upward seepage flow, Soil Found., Volume 52 (2012), pp. 698-711

[8] D. Chang; L. Zhang; J. Cheuk Mechanical consequences of internal soil erosion, HKIE Trans., Volume 21 (2014), pp. 198-208

[9] H. Zhao; L. Zhang; D. Chang Behavior of coarse widely graded soils under low confining pressures, J. Geotech. Geoenviron. Eng., Volume 139 (2013), pp. 35-48

[10] H.K. Dash; T.G. Sitharam; B.A. Baudet Influence of non-plastic fines on the response of a silty sand to cyclic loading, Soil Found., Volume 50 (2010), pp. 695-704

[11] Y.-J. Liu; C. Dano; P.-Y. Hicher; X.-H. Xia; J.-H. Wanga Influence of grading on the undrained behavior of granular materials, C. R. Mecanique, Volume 342 (2014), pp. 85-95

[12] G. Kovacs Seepage Hydraulics, Elsevier Scientific Publishing Co., Amsterdam, 1981

[13] D. Marot; F. Bendahmane; H.H. Nguyen Influence of angularity of coarse fraction grains on internal erosion process. La Houille Blanche, Int. Water J. (2012), pp. 47-53

[14] L. Scholtès; P.-Y. Hicher; L. Sibille Multiscale approaches to describe mechanical responses induced by particle removal in granular materials, C. R. Mecanique, Volume 338 (2010), pp. 627-638

[15] P.Y. Hicher Modelling the behavior of soil subjected to internal erosion, ICSE6, Paris, 27–31 August (2012), pp. 647-654

[16] D. Muir Wood; K. Maeda; E. Nukudani Modelling mechanical consequences of erosion, Geotechnique, Volume 60 (2010), pp. 447-457

[17] J.M. Brogan Experiments on piping in sandy gravels, Geotechnique, Volume 4 (1994), pp. 449-460

[18] L. Andrianatrehina; H. Souli; J. Rech; S. Taibi; J.-J. Fry; S. Bunieski; J.-M. Fleureau Determination of the maximum diameter of free fines to assess the internal stability of coarse granular materials, Eur. J. Environ. Civ. Eng. (2016) (in press) | DOI

[19] M. Emdadul Karim; Md. Jahangir Alam Effect of non-plastic silt content on the liquefaction behavior of sand–silt mixture, Soil Dyn. Earthq. Eng., Volume 65 (2014), pp. 142-150

[20] T.C. Kenney; D. Lau Internal stability of granular filters, Can. Geotech. J., Volume 22 (1985), pp. 215-225

[21] T.C. Kenney; D. Lau Internal stability of granular filters: reply, Can. Geotech. J., Volume 23 (1986), pp. 420-423

[22] A. Kézdi, Elsevier, Amsterdam (1979), p. 160

[23] V.V. Burenkova Assessment of suffusion in non-cohesive and graded soils (J. Brauns; M. Heibum; U. Schuler, eds.), Proceedings of the 1st International Conference “Geo-Filters”, Filters in Geotechnical Engineering, Karsruhe, Germany, Balkema, 1993, pp. 357-360

[24] ASTM D4254-00, Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density, 2006.

[25] ASTM D4253-00, Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density, 2006.

[26] T.L. Youd (ASTM STP), Volume vol. 523, The American Society for Testing and Materials, Philadelphia, PA, USA (1973), pp. 98-122

[27] H.G. Poulos, Unwin Hyman Publisher, London (1988), p. 473

[28] J. Biarez; P.Y. Hicher, AA Balkema Publisher (1994), p. 184 (ISBN: 90-5410-157-1)

[29] M. Cubrinovski; K. Ishihara Maximum and minimum void ratio characteristics of sands, Soil Found., Volume 42 (2002), pp. 65-78

[30] A. Simoni; G.T. Houlsby The direct shear strength and dilatancy of sand–gravel mixtures, Geotech. Geolog. Eng., Volume 24 (2006), pp. 523-549

[31] C.P. Polito; J.R. Martin Effects of nonplastic fines on the liquefaction resistance of sands, J. Geotech. Geoenviron. Eng., Volume 127 (2001), pp. 408-415

[32] T. Kokusho; T. Hara; R. Hiraoka Undrained shear strength of granular soils with different particle gradations, J. Geotech. Geoenviron. Eng., Volume 130 (2004), pp. 621-629

[33] S. Yagiz Brief note on the influence of shape and percentage of gravel on shear strength of sand and gravel mixture, Bull. Eng. Geol. Environ., Volume 60 (2001), pp. 321-323

[34] A. Aghaei Araei; A. Soroush; S. Hashemi Tabatabaei; A. Ghalandarzadeh Consolidated undrained behavior of gravelly materials, Sci. Iran., Volume 19 (2012), pp. 1391-1410

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