Influence of sample preparation on the multi scale structure of sand-clay mixtures

Kexin Yin; Anne-Laure Fauchille; Khaoula Othmani; Giulio Sciarra; Panagiotis Kotronis; Yannick Benoit; Francois Bertrand; Samuel Branchu

doi:10.1051/e3sconf/20199201007

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 01007

References

Open Access

Issue		E3S Web Conf. Volume 92, 2019 7^th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)


Article Number		01007
Number of page(s)		6
Section		Laboratory Experimental Techniques: Particle Scale and Fabric
DOI		https://doi.org/10.1051/e3sconf/20199201007
Published online		25 June 2019

G.A. Miller, and T.B. Hamid. Interface direct shear testing of unsaturated soil. Geotechnical Testing Journal. 30, no. 3: 182-191 (2006) [Google Scholar]
G. Mortara, A. Mangiola, and V.N. Ghionna. Cyclic shear stress degradation and post-cyclic behaviour from sand-steel interface direct shear tests. Can Geotech J. 44, no. 7: 739-752 (2007) [CrossRef] [Google Scholar]
E.A. Miller, and G.F. Sowers. The Strength Characteristics of Soil-Aggregate Mixtures & Discussion. Highway Research Board Bulletin, no. 183 (1958) [Google Scholar]
A. Revil, D. Grauls, and O. Brévart. Mechanical Compaction of Sand/Clay Mixtures. J. Geophys. Res. 107, no. B11: 2293 (2002) [Google Scholar]
Z. Lu and B.A. Baudet. Determination of the Transitional Fines Content of Sand-Non Plastic Fines Mixtures. Soils Found. 55, no. 1: 213-219 (2015) [CrossRef] [Google Scholar]
L. E. Vallejo, and R. Mawby. Porosity Influence on the Shear Strength of Granular Material-Clay Mixtures. Eng. Geol. 58, no. 2: 125-136 (2000) [Google Scholar]
E. Polidori. Relationship between the Atterberg Limits and Clay Content. Soils Found. 47, no. 5: 887-896 (2007) [CrossRef] [Google Scholar]
U-G. Kim, L. Zhuang, D. Kim, and J. Lee. Evaluation of Cyclic Shear Strength of Mixtures with Sand and Different Types of Fines. Mar. Georesour. Geotec. 35, no. 4: 447-455 (2017) [CrossRef] [Google Scholar]
T. Hammad. Behaviour of deepwater marine sediments: a multiscale approach (Comportement des sédiments marins de grande profondeur: approche multiéchelle). Doctoral dissertation (in french), Ecole Centrale Paris, France. (2010) [Google Scholar]
X. Wei, M. Hattab, J-M. Fleureau, and R. Hu. Micro-Macro-Experimental Study of Two Clayey Materials on Drying Paths. B. Eng. Geol. Environ. 72, no. 3-4: 495-508. (2013) [CrossRef] [Google Scholar]
A. Ben Hassine, H. Souli, P.H. Dubujet, F. Ayari, and M. Trabelsi-Ayadi. Kaolinite Carbonate Mixture Fabric Evolution after Electrokinetic Tests. Geotech. Lett. 6, no. 1: 45-49 (2016) [CrossRef] [Google Scholar]
T. Hammad, J-M. Fleureau & M. Hattab Kaolin/montmorillonite mixtures behaviour on oedometric path and microstructural variations. Eur. J. Environ. Civ. En. 17: 9, 826-840 (2013) [CrossRef] [Google Scholar]
M. Hattab, T. Hammad, and J-M. Fleureau. Internal Friction Angle Variation in a Kaolin/Montmorillonite Clay Mix and Microstructural Identification. Geotechnique. 65, no. 1: 1-11 (2015) [CrossRef] [Google Scholar]
D. Muir Wood, and G.V. Kumar. Experimental Observations of Behaviour of Heterogeneous Soils. Mech. Cohes. - Frict. Mater. 5, no. 5: 373-398 (2000) [CrossRef] [Google Scholar]
G.V. Kumar, and D. Muir Wood. Mechanical Behaviour of Mixtures of Kaolin and Coarse Sand. IUTAM Symposium on Mechanics of Granular and Porous Materials. Solid Mechanics and its Applications, vol 53. Springer (1997) [Google Scholar]
A.L. Fauchille, A.P. van den Eijnden, L. Ma, M. Chandler, K.G. Taylor, K. Madi, P.D. Lee, and E. Rutter. Variability in Spatial Distribution of Mineral Phases in the Lower Bowland Shale, Uk, from the mm-to μm-Scale: Quantitative Characterization and Modelling. Mar. Petrol. Geol. 92: 109-127 (2018) [CrossRef] [Google Scholar]
J-C. Robinet, P. Sardini, D. Coelho, J-C. Parneix, D. Prêt, S. Sammartino, E. Boller, and S. Altmann. Effects of Mineral Distribution at Mesoscopic Scale on Solute Diffusion in a Clay-Rich Rock: Example of the Callovo-Oxfordian Mudstone (Bure, France). Water Resour. Res. 48, no. 5 (2012) [Google Scholar]
D. Preêt, S. Sammartino, D. Beaufort, M. Fialin, P. Sardini, P. Cosenza, and A. Meunier. A New Method for Quantitative Petrography Based on Image Processing of Chemical Element Maps: Part II. Semi-Quantitative Porosity Maps Superimposed on Mineral Maps. Am. Mineral. 95, no. 10: 1389-1398 (2010) [Google Scholar]

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[1] G.A. Miller, and T.B. Hamid. Interface direct shear testing of unsaturated soil. Geotechnical Testing Journal. 30, no. 3: 182-191 (2006) [Google Scholar]

[2] G. Mortara, A. Mangiola, and V.N. Ghionna. Cyclic shear stress degradation and post-cyclic behaviour from sand-steel interface direct shear tests. Can Geotech J. 44, no. 7: 739-752 (2007) [CrossRef] [Google Scholar]

[3] E.A. Miller, and G.F. Sowers. The Strength Characteristics of Soil-Aggregate Mixtures & Discussion. Highway Research Board Bulletin, no. 183 (1958) [Google Scholar]

[4] A. Revil, D. Grauls, and O. Brévart. Mechanical Compaction of Sand/Clay Mixtures. J. Geophys. Res. 107, no. B11: 2293 (2002) [Google Scholar]

[5] Z. Lu and B.A. Baudet. Determination of the Transitional Fines Content of Sand-Non Plastic Fines Mixtures. Soils Found. 55, no. 1: 213-219 (2015) [CrossRef] [Google Scholar]

[6] L. E. Vallejo, and R. Mawby. Porosity Influence on the Shear Strength of Granular Material-Clay Mixtures. Eng. Geol. 58, no. 2: 125-136 (2000) [Google Scholar]

[7] E. Polidori. Relationship between the Atterberg Limits and Clay Content. Soils Found. 47, no. 5: 887-896 (2007) [CrossRef] [Google Scholar]

[8] U-G. Kim, L. Zhuang, D. Kim, and J. Lee. Evaluation of Cyclic Shear Strength of Mixtures with Sand and Different Types of Fines. Mar. Georesour. Geotec. 35, no. 4: 447-455 (2017) [CrossRef] [Google Scholar]

[9] T. Hammad. Behaviour of deepwater marine sediments: a multiscale approach (Comportement des sédiments marins de grande profondeur: approche multiéchelle). Doctoral dissertation (in french), Ecole Centrale Paris, France. (2010) [Google Scholar]

[10] X. Wei, M. Hattab, J-M. Fleureau, and R. Hu. Micro-Macro-Experimental Study of Two Clayey Materials on Drying Paths. B. Eng. Geol. Environ. 72, no. 3-4: 495-508. (2013) [CrossRef] [Google Scholar]

[11] A. Ben Hassine, H. Souli, P.H. Dubujet, F. Ayari, and M. Trabelsi-Ayadi. Kaolinite Carbonate Mixture Fabric Evolution after Electrokinetic Tests. Geotech. Lett. 6, no. 1: 45-49 (2016) [CrossRef] [Google Scholar]

[12] T. Hammad, J-M. Fleureau & M. Hattab Kaolin/montmorillonite mixtures behaviour on oedometric path and microstructural variations. Eur. J. Environ. Civ. En. 17: 9, 826-840 (2013) [CrossRef] [Google Scholar]

[13] M. Hattab, T. Hammad, and J-M. Fleureau. Internal Friction Angle Variation in a Kaolin/Montmorillonite Clay Mix and Microstructural Identification. Geotechnique. 65, no. 1: 1-11 (2015) [CrossRef] [Google Scholar]

[14] D. Muir Wood, and G.V. Kumar. Experimental Observations of Behaviour of Heterogeneous Soils. Mech. Cohes. - Frict. Mater. 5, no. 5: 373-398 (2000) [CrossRef] [Google Scholar]

[15] G.V. Kumar, and D. Muir Wood. Mechanical Behaviour of Mixtures of Kaolin and Coarse Sand. IUTAM Symposium on Mechanics of Granular and Porous Materials. Solid Mechanics and its Applications, vol 53. Springer (1997) [Google Scholar]

[16] A.L. Fauchille, A.P. van den Eijnden, L. Ma, M. Chandler, K.G. Taylor, K. Madi, P.D. Lee, and E. Rutter. Variability in Spatial Distribution of Mineral Phases in the Lower Bowland Shale, Uk, from the mm-to μm-Scale: Quantitative Characterization and Modelling. Mar. Petrol. Geol. 92: 109-127 (2018) [CrossRef] [Google Scholar]

[17] J-C. Robinet, P. Sardini, D. Coelho, J-C. Parneix, D. Prêt, S. Sammartino, E. Boller, and S. Altmann. Effects of Mineral Distribution at Mesoscopic Scale on Solute Diffusion in a Clay-Rich Rock: Example of the Callovo-Oxfordian Mudstone (Bure, France). Water Resour. Res. 48, no. 5 (2012) [Google Scholar]

[18] D. Preêt, S. Sammartino, D. Beaufort, M. Fialin, P. Sardini, P. Cosenza, and A. Meunier. A New Method for Quantitative Petrography Based on Image Processing of Chemical Element Maps: Part II. Semi-Quantitative Porosity Maps Superimposed on Mineral Maps. Am. Mineral. 95, no. 10: 1389-1398 (2010) [Google Scholar]