A partir de deux modes de reconstitution bien différenciés d'éprouvettes triaxiales de sable, le damage humide et la pluviation à sec, on met en évidence, sur un sable de référence, des différences de comportement mécanique associées significatives vis-à-vis du phénomène de liquéfaction « statique ». Le damage humide favorise l'initiation de l'instabilité de liquéfaction alors que la pluviation favorise un comportement plus stable, moins liquéfiable. L'observation microscopique des matériaux sableux correspondants permet de mettre en évidence deux structures bien différenciées, à savoir, pour le damage humide, une structure irrégulière dans laquelle prédominent des agrégats (grains agrégés) et des macropores, très contractante et instable et, pour la pluviation, une structure plus régulière, sans macropores, plus dilatante et plus stable. Ces observations montrent l'importance qu'il y aurait à caractériser, à l'aide de paramètres appropriés, la structure initiale des matériaux sableux, directement liée à leur mode de formation (naturel ou artificiel).
Based on the use of two different preparation procedures for reconstituting triaxial samples of sand, i.e. wet tamping and dry pluviation, significant differences in associated mechanical behaviour are observed on a reference sand with respect to the phenomenon of ‘static’ liquefaction. Wet tamping favours the initiation of liquefaction instability, whereas dry pluviation favours a more stable behaviour, less susceptible to liquefaction. Microscopic observation of corresponding sand specimens allows us to identify two well differentiated structures, i.e., for wet tamping, an irregular structure with predominance of aggregates (aggregated grains) and macropores, very contractant and unstable and, for dry pluviation, a more regular structure, without macropores, more dilatant and more stable. These observations show the importance of further characterization, based on the introduction of appropriate parameters, of the initial structure of sandy materials, strongly dependant upon their mode of formation (natural or artificial).
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Keywords: Granular media, Liquefaction, Sand, Triaxial test, Pluviation, Tamping, Instability, Structure, Dilatancy, Contractancy
Nadia Benahmed 1 ; Jean Canou 2 ; Jean-Claude Dupla 2
@article{CRMECA_2004__332_11_887_0, author = {Nadia Benahmed and Jean Canou and Jean-Claude Dupla}, title = {Structure initiale et propri\'et\'es de liqu\'efaction statique d'un sable}, journal = {Comptes Rendus. M\'ecanique}, pages = {887--894}, publisher = {Elsevier}, volume = {332}, number = {11}, year = {2004}, doi = {10.1016/j.crme.2004.07.009}, language = {fr}, }
TY - JOUR AU - Nadia Benahmed AU - Jean Canou AU - Jean-Claude Dupla TI - Structure initiale et propriétés de liquéfaction statique d'un sable JO - Comptes Rendus. Mécanique PY - 2004 SP - 887 EP - 894 VL - 332 IS - 11 PB - Elsevier DO - 10.1016/j.crme.2004.07.009 LA - fr ID - CRMECA_2004__332_11_887_0 ER -
Nadia Benahmed; Jean Canou; Jean-Claude Dupla. Structure initiale et propriétés de liquéfaction statique d'un sable. Comptes Rendus. Mécanique, Volume 332 (2004) no. 11, pp. 887-894. doi : 10.1016/j.crme.2004.07.009. https://comptes-rendus.academie-sciences.fr/mecanique/articles/10.1016/j.crme.2004.07.009/
[1] Effects of sample preparation on sand liquefaction, J. Geotech. Eng. Div. ASCE, Volume 103 (1977) no. GT2, pp. 91-108
[2] Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods, Soils and Foundations, Volume 26 (1986) no. 3, pp. 23-41
[3] A state parameter for sands, Géotechnique, Volume 35 (1985) no. 3, pp. 123-132
[4] J. Canou, Contribution à l'étude et à l'évaluation des propriétés de liquéfaction d'un sable, Thèse de doctorat de l'École Nationale des Ponts et Chaussées, Paris, 1989
[5] Influence of specimen reconstituting method on the undrained response of sand, Geotech. Testing J., Volume 22 (1999) no. 3, pp. 187-195
[6] Normalized behavior of very loose non-plastic soils: effects of fabric, Soils and Foundations, Volume 37 (1997) no. 4, pp. 47-56
[7] N. Benahmed, Comportement mécanique d'un sable sous cisaillement monotone et cyclique : application aux phénomènes de liquéfaction et de mobilité cyclique, Thèse de doctorat de l'École Nationale des Ponts et Chaussées, Paris, 2001
[8] G. Castro, Liquefaction of sands, PhD dissertation, University of Harvard, Cambridge, USA, 1969
[9] Liquéfaction des sables, Annales de l'ITBTP, Volume 355 (1977), pp. 155-157
[10] The liquefaction of sands, a collapse surface approach, Can. Geotech. J., Volume 22 (1985), pp. 564-578
[11] Liquéfaction de veines de sable lâche dans des talus sous-marins, C. R. 11ème Conf. Intern. de Mécanique des Sols et des Travaux de Fondations, San Francisco, 1985
[12] Influence d'un déviateur de contrainte initial sur les caractéristiques de liquéfaction statique d'un sable, C. R. 10ème Conf. Europ. de Mécanique des Sols et des Travaux de Fondations, Florence, vol. 1, 1991, pp. 49-52
[13] Factors affecting liquefaction and cyclic mobility, J. Geotech. Eng. Div. ASCE, Volume 103 (1977) no. 6, pp. 501-515
[14] The steady state of deformation, J. Geotech. Eng. Div. ASCE, Volume 107 (1981) no. 5, pp. 553-562
[15] Critical State Soil Mechanics, McGraw-Hill, London, 1968
[16] E. Flavigny, J. Desrues, B. Palayer, Note technique sur le sable d'Hostun RF, Rev. Fr. Géotechnique 53, 67–70
[17] Phénomènes cycliques dans les sols pulvérulents, Rev. Fr. Géotechnique, Volume 10 (1980), pp. 39-53
- Thermodynamic constitutive model for calcareous sand considering specimen preparation, Computers and Geotechnics, Volume 172 (2024), p. 106455 | DOI:10.1016/j.compgeo.2024.106455
- Development of a Large Shaking Table Test for Sand Liquefaction Analysis, Lithosphere, Volume 2024 (2024) no. 2 | DOI:10.2113/2024/lithosphere_2024_137
- Influence of fines and gravel particles on strength-dilatancy of river sand: Effect of depositional conditions, Marine Georesources Geotechnology (2024), p. 1 | DOI:10.1080/1064119x.2024.2409411
- Prediction ability of discrete element model of loose granular media subjected to complex loadings, Powder Technology, Volume 433 (2024), p. 119251 | DOI:10.1016/j.powtec.2023.119251
- Damping Ratio of Sand Containing Fine Particles in Cyclic Triaxial Liquefaction Tests, Applied Sciences, Volume 13 (2023) no. 8, p. 4833 | DOI:10.3390/app13084833
- Aspects particuliers du comportement mécanique des tufs calcaires de Sétif (Algérie) en assises de chaussées, Bulletin of Engineering Geology and the Environment, Volume 82 (2023) no. 1 | DOI:10.1007/s10064-022-03033-y
- Bibliographic Review, Influence of Fine Particles on the Liquefaction Properties of a Reference Sand (2023), p. 1 | DOI:10.1007/978-3-031-24299-1_1
- Centrifuge and numerical modeling of the behavior of homogeneous embankment on liquefiable soil subjected to dynamic excitation, Soil Dynamics and Earthquake Engineering, Volume 172 (2023), p. 107999 | DOI:10.1016/j.soildyn.2023.107999
- A New Method for Evaluating the Homogeneity and Structure of Remolded Loess Samples with the Air Permeability Coefficient, Applied Sciences, Volume 12 (2022) no. 19, p. 9412 | DOI:10.3390/app12199412
- Localized behaviour of fluidized subgrade soil subjected to cyclic loading, Canadian Geotechnical Journal, Volume 59 (2022) no. 10, p. 1844 | DOI:10.1139/cgj-2021-0550
- Experimental study of liquefaction resistance: effect of non-plastic silt content on sand matrix, European Journal of Environmental and Civil Engineering, Volume 26 (2022) no. 7, p. 2671 | DOI:10.1080/19648189.2020.1765198
- Characterization of mechanical behavior of binary granular assemblies through the equivalent void ratio and equivalent state parameter, European Journal of Environmental and Civil Engineering, Volume 26 (2022) no. 7, p. 2869 | DOI:10.1080/19648189.2020.1775708
- Influence of elastic anisotropy on the mechanical behavior of soils, European Journal of Environmental and Civil Engineering, Volume 26 (2022) no. 9, p. 4181 | DOI:10.1080/19648189.2020.1841035
- Constitutive response predictions of both dense and loose soils with a discrete element model, Computers and Geotechnics, Volume 135 (2021), p. 104161 | DOI:10.1016/j.compgeo.2021.104161
- Effect of initial fabric on the undrained response of clean Chlef sand, European Journal of Environmental and Civil Engineering, Volume 25 (2021) no. 13, p. 2441 | DOI:10.1080/19648189.2019.1631217
- Assessment of tamping-based specimen preparation methods on static liquefaction of loose silty sand, Soil Dynamics and Earthquake Engineering, Volume 143 (2021), p. 106592 | DOI:10.1016/j.soildyn.2021.106592
- Assessment of the loading waveform on the cyclic liquefaction resistance with Hostun 31 sand, Soil Dynamics and Earthquake Engineering, Volume 150 (2021), p. 106919 | DOI:10.1016/j.soildyn.2021.106919
- Packing Density and Overconsolidation Ratio Effects on the Mechanical Response of Granular Soils, Geotechnical and Geological Engineering, Volume 38 (2020) no. 1, p. 723 | DOI:10.1007/s10706-019-01061-2
- Thermal cycling effects on the structure and physical properties of granular materials, Granular Matter, Volume 22 (2020) no. 4 | DOI:10.1007/s10035-020-01054-6
- Experimental investigation of microstructural changes in soils eroded by suffusion using X-ray tomography, Acta Geotechnica, Volume 14 (2019) no. 3, p. 749 | DOI:10.1007/s11440-019-00787-w
- Hydro-mechanical modeling of sinkhole occurrence processes in covered karst terrains during a flood, Engineering Geology, Volume 260 (2019), p. 105249 | DOI:10.1016/j.enggeo.2019.105249
- Quantitative prediction of discrete element models on complex loading paths, International Journal for Numerical and Analytical Methods in Geomechanics, Volume 43 (2019) no. 5, p. 858 | DOI:10.1002/nag.2911
- Granular Materials: Micromechanical Approaches of Model Systems, Mesoscale Models, Volume 587 (2019), p. 141 | DOI:10.1007/978-3-319-94186-8_4
- Merging criteria for defining pores and constrictions in numerical packing of spheres, Granular Matter, Volume 20 (2018) no. 3 | DOI:10.1007/s10035-018-0808-z
- Microstructure Incidence on the Bifurcation Domain Topology in Granular Materials, Journal of Engineering Mechanics, Volume 144 (2018) no. 6 | DOI:10.1061/(asce)em.1943-7889.0001446
- Evaluation of Static Liquefaction Characteristics of Saturated Loose Sand Through the Mean Grain Size and Extreme Grain Sizes, Geotechnical and Geological Engineering, Volume 35 (2017) no. 5, p. 2079 | DOI:10.1007/s10706-017-0230-z
- Effect of fabric method on instability behavior of granular material, Acta Mechanica, Volume 225 (2014) no. 7, p. 2043 | DOI:10.1007/s00707-013-1083-z
- Coupled effects of capillary suction and fabric on the strength of moist granular materials, Acta Mechanica, Volume 225 (2014) no. 8, pp. 2261-2275 | DOI:10.1007/s00707-014-1124-2 | Zbl:1302.74123
- Shear strength and pore-water pressure characteristics of sandy soil mixed with plastic fine, Arabian Journal of Geosciences, Volume 7 (2014) no. 3, p. 1049 | DOI:10.1007/s12517-012-0753-9
- Laboratory assessment of saturation and sample molding effects on shear resistance and mechanical characteristics of sandy soil, Arabian Journal of Geosciences, Volume 7 (2014) no. 8, p. 2969 | DOI:10.1007/s12517-013-1046-7
- Liquefaction of immersed granular media under isotropic compression, EPL (Europhysics Letters), Volume 108 (2014) no. 2, p. 24004 | DOI:10.1209/0295-5075/108/24004
- Permeability changes due to volumetric dilation and shear band formation in sands under triaxial loading, Geomechanics from Micro to Macro (2014), p. 1479 | DOI:10.1201/b17395-268
- On the undrained strain-induced anisotropy of loose sand, Acta Geotechnica, Volume 8 (2013) no. 3, p. 293 | DOI:10.1007/s11440-012-0201-8
- Effect of grading characteristics on the undrained shear strength of sand: review with new evidences, Arabian Journal of Geosciences, Volume 6 (2013) no. 11, p. 4409 | DOI:10.1007/s12517-012-0670-y
- Identification of the behavior of sandy soil to static liquefaction and microtomography, Arabian Journal of Geosciences, Volume 6 (2013) no. 7, p. 2211 | DOI:10.1007/s12517-012-0534-5
- Full 3D investigation and characterisation of capillary collapse of a loose unsaturated sand using X-ray CT, Granular Matter, Volume 15 (2013) no. 6, p. 783 | DOI:10.1007/s10035-013-0452-6
- Static liquefaction of sandy soil: an experimental investigation into the effects of saturation and initial state, Acta Mechanica, Volume 218 (2011) no. 1-2, pp. 175-186 | DOI:10.1007/s00707-010-0410-x | Zbl:1300.74036
- Effect of Different Sample Preparation Methods on the Behavior of Granular Materials Using Bender Elements, Advances in Bifurcation and Degradation in Geomaterials (2011), p. 339 | DOI:10.1007/978-94-007-1421-2_45
- On site characterization and air content evaluation of coastal soils by image analysis to estimate liquefaction risk, Canadian Geotechnical Journal, Volume 45 (2008) no. 12, p. 1723 | DOI:10.1139/t08-090
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