This work is licensed under the Creative Commons Attribution 4.0 International License.
Komine, H. and Ogata, N. (1999). Experimental study on swelling characteristics of sand-bentonite mixture for nuclear waste disposal, Soils and found. 39(2), pp. 83–97. DOI:10.3208/sandf.39.2_83KomineH.OgataN.1999Experimental study on swelling characteristics of sand-bentonite mixture for nuclear waste disposalSoils and found392839710.3208/sandf.39.2_83Open DOISearch in Google Scholar
Novais-Ferreira, H. (1971). The clay content and the shear strength in sand-clay mixtures. Proceeding of 5th African Regional Conference of Soil Mechanic. Found. Eng. Luanda, August.Novais-FerreiraH.1971The clay content and the shear strength in sand-clay mixturesProceeding of 5th African Regional Conference of Soil MechanicFound. Eng. LuandaAugustSearch in Google Scholar
Skempton, A.W. (1985). Residual strength of clays in landslides, folded strata and the laboratory, Géotechnique, 35(1), pp. 3–18; DOI: 10.1680/geot.1985.35.1.3SkemptonA.W.1985Residual strength of clays in landslides, folded strata and the laboratoryGéotechnique35131810.1680/geot.1985.35.1.3Open DOISearch in Google Scholar
Muir Wood, D. and Kumar, G. V. (2000). Experimental observations of behaviour of heterogeneous soils, Mec. Cohesive-Frictional Mater., 5(5), pp.373–398. DOI:10.1002/1099-1484(200007)5:5Muir WoodD.KumarG. V.2000Experimental observations of behaviour of heterogeneous soilsMec. Cohesive-Frictional Mater.5537339810.1002/1099-1484(200007)5:5Open DOISearch in Google Scholar
Vallejo, L. E. and Mawby, R. (2000). Porosity influence on the shear strength of granular material-clay mixtures, Eng. Geol., 58(2), pp. 125–136. DOI:10.1016/S0013-7952(00)00051-X.VallejoL. E.MawbyR.2000Porosity influence on the shear strength of granular material-clay mixturesEng. Geol.58212513610.1016/S0013-7952(00)00051-XOpen DOISearch in Google Scholar
Prakasha, K. S. and Chandrasekaran, V. S. (2005). Behaviour of marine sand-clay mixtures under static and cyclic triaxial shear, J. Geotech. Geoenviron. 131(2), pp. 213–222. DOI:10.1061/(ASCE)1090-0241(2005)131:2(213)PrakashaK. S.ChandrasekaranV. S.2005Behaviour of marine sand-clay mixtures under static and cyclic triaxial shearJ. Geotech. Geoenviron131221322210.1061/(ASCE)1090-0241(2005)131:2(213)Open DOISearch in Google Scholar
Monkul, M.M. and Ozden, G. (2007). Compressional behavior of clayey sand and transition 20 fines content, Eng. Geol., 89(3–4), pp. 195–205, https://doi.org/10.1016/j.enggeo2006.10.001.MonkulM.M.OzdenG.2007Compressional behavior of clayey sand and transition 20 fines contentEng. Geol.893–4195205https://doi.org/10.1016/j.enggeo2006.10.001.10.1016/j.enggeo.2006.10.001Search in Google Scholar
Shafiee, J., Tavakoli, H.R. and Jafari, M.K. (2008). Undrained behaviour of compacted sand-clay mixtures under monotonic loading paths, J. Appl. Sci., 8(18), pp. 3108–3118.ShafieeJ.TavakoliH.R.JafariM.K.2008Undrained behaviour of compacted sand-clay mixtures under monotonic loading pathsJ. Appl. Sci.8183108311810.3923/jas.2008.3108.3118Search in Google Scholar
Pakbaz, M. S. and Moqaddam A.S. (2012). Effect of sand gradation on the behaviour of sand-slay mixtures, Int. J. GEOMATE. 3(1) (Sl. No. 5), pp. 325–331. DOI: 10.21660/2012.5.3d.PakbazM. S.MoqaddamA.S.2012Effect of sand gradation on the behaviour of sand-slay mixturesInt. J. GEOMATE.31(Sl. No. 5)32533110.21660/2012.5.3dOpen DOISearch in Google Scholar
Cabalar, A.F., Hasan, R.A. (2013). Compressional behaviour of various size/shape sand–clay mixtures with different pore fluids, Eng. Geol., 164, pp. 36–49, https://doi.org/10.1016/j.enggeo.2013.06.011.CabalarA.F.HasanR.A.2013Compressional behaviour of various size/shape sand–clay mixtures with different pore fluidsEng. Geol.1643649https://doi.org/10.1016/j.enggeo.2013.06.01110.1016/j.enggeo.2013.06.011Search in Google Scholar
Cabalar, A.F., Mustafa, W.S. (2015). Fall cone tests on clay–sand mixtures, Eng. Geol., 192, pp.154–165, https://doi.org/10.1016/j.enggeo.2015.04.009.CabalarA.F.MustafaW.S.2015Fall cone tests on clay–sand mixturesEng. Geol.192154165https://doi.org/10.1016/j.enggeo.2015.04.009.10.1016/j.enggeo.2015.04.009Search in Google Scholar
Elkady, T.Y., Shaker, A.A. and Dhowain, A.W., (2015). Shear strengths and volume changes of sand–attapulgite clay mixtures, Bull. Eng. Geol. Environ. 74, pp. 595–609.ElkadyT.Y.ShakerA.A.DhowainA.W.2015Shear strengths and volume changes of sand–attapulgite clay mixturesBull. Eng. Geol. Environ.7459560910.1007/s10064-014-0653-1Search in Google Scholar
Mun, W., Balci, M.C., Valente, F. and McCartney, JS. (2018). Shearing and compression behavior of compacted sand-clay mixtures. Proceeding of the 7th International Conference on Unsaturated Soils UNSAT 2018, Hong Kong university.MunW.BalciM.C.ValenteF.McCartneyJS.2018Shearing and compression behavior of compacted sand-clay mixturesProceeding of the 7th International Conference on Unsaturated Soils UNSAT 2018Hong Kong universitySearch in Google Scholar
Sun, D., Sun, W., Yan, W. and Li, J. (2010). Hydro-mechanical behaviours of highly compacted sand-bentonite mixture, J. Rock Mech. Geotech. Eng., 2(1), pp. 79–85. DOI:10.3724/SP.J.1235.2010.00079.SunD.SunW.YanW.LiJ.2010Hydro-mechanical behaviours of highly compacted sand-bentonite mixtureJ. Rock Mech. Geotech. Eng.21798510.3724/SP.J.1235.2010.00079Open DOISearch in Google Scholar
Anuchit, U. (2014). Effect of suction on unconfined compressive strength of clayey soils with different sand contents, ARPN, J. Eng. Appl. Sc., 9(6), pp. 881–884. http://www.arpnjournals.com/jeas/volume_06_2014.htm.AnuchitU.2014Effect of suction on unconfined compressive strength of clayey soils with different sand contentsARPN, J. Eng. Appl. Sc.96881884http://www.arpnjournals.com/jeas/volume_06_2014.htm.Search in Google Scholar
Khan, F. S., Azam, S., Raghunandan, M.E. and Clark, R. (2014). Compressive Strength of Compacted Clay-Sand Mixes, Adv. Mater. Sci. Eng., Volume 2014, Article ID 921815, 6 pages. DOI:10.1155/2014/921815.KhanF. S.AzamS.RaghunandanM.E.ClarkR.2014Compressive Strength of Compacted Clay-Sand MixesAdv. Mater. Sci. Eng.2014Article ID 921815, 6 pages.10.1155/2014/921815Open DOISearch in Google Scholar
Serbah, B., Abou-Bekr, N., Bouchemella, S., Eid, J. and Taibi, S. (2018). Dredged sediments valorisation in CEBs: Suction and water content effect on their 1 mechanical properties, Constr. Build. Mater., 158, pp. 503–515. DOI:10.1016/j.conbuildmat.2017.10.043.SerbahB.Abou-BekrN.BouchemellaS.EidJ.TaibiS.2018Dredged sediments valorisation in CEBs: Suction and water content effect on their 1 mechanical propertiesConstr. Build. Mater.15850351510.1016/j.conbuildmat.2017.10.043Open DOISearch in Google Scholar
Cabalar A.F., Khalaf, M.M. and Karabash, Z. (2018). Shear modulus of clay-sand mixtures using bender element test, Acta Geotech. Slov., (1), pp. 3–15. DOI:10.18690/actageotechslov.15.1.3-15.2018.CabalarA.F.KhalafM.M.KarabashZ.2018Shear modulus of clay-sand mixtures using bender element testActa Geotech. Slov.131510.18690/actageotechslov.15.1.3-15.2018Open DOISearch in Google Scholar
Kenney, T.C., Van Veen, W.A., Swallow, M.A., and Sungaila, M.A. (1992). Hydraulic conductivity of compacted bentonite sand mixtures, Can. Geotech. J. 29(3), 364–374. DOI:10.1139/t92-042.KenneyT.C.Van VeenW.A.SwallowM.A.SungailaM.A.1992Hydraulic conductivity of compacted bentonite sand mixturesCan. Geotech. J.29336437410.1139/t92-042Open DOISearch in Google Scholar
Howell, J.L., Shackeford, C.D., Amer, N.H. and Stern, R.T. (1997). Compaction of sand-10 processed clay soil mixtures, Geotech. Test. J., 20(4), pp. 443–458. DOI: 10.1520/GTJ10411J.HowellJ.L.ShackefordC.D.AmerN.H.SternR.T.1997Compaction of sand-10 processed clay soil mixturesGeotech. Test. J.20444345810.1520/GTJ10411JOpen DOISearch in Google Scholar
Colmenares Montanes, J.E. (2002). suction and volume changes of compacted sand-bentonite mixtures, PH.D Thesis., university of London, U.KColmenares MontanesJ.E.2002suction and volume changes of compacted sand-bentonite mixturesPH.D Thesis.university of LondonU.KSearch in Google Scholar
Cabalar, A.F., Mustafa, W.S. (2017). Behaviour of sand–clay mixtures for road pavement subgrade, Int. J. Pavement Eng., 18(8), 714–726. DOI: 10.1080/10298436.2015.1121782CabalarA.F.MustafaW.S.2017Behaviour of sand–clay mixtures for road pavement subgradeInt. J. Pavement Eng.18871472610.1080/10298436.2015.1121782Open DOISearch in Google Scholar
Sivapullaiah P., Sridharan, A. and Stalin, V.k. (2000). Hydraulic Conductivity of Bentonite Sand Mixtures, Can. Geotech. J., 37(2), pp. 406–413, DOI:10.1139/T99-120.SivapullaiahP.SridharanA.StalinV.k.2000Hydraulic Conductivity of Bentonite Sand MixturesCan. Geotech. J.37240641310.1139/T99-120Open DOISearch in Google Scholar
Fuentes, W.M., Hurtado, C. and Lascarro, C. (2018). On the influence of the spatial distribution of fine content in the hydraulic conductivity of sand-clay mixtures, Earth Sci. Res. J., 22(4), pp. 239–249, DOI:10.15446/esrj.v22n4.69332.FuentesW.M.HurtadoC.LascarroC.2018On the influence of the spatial distribution of fine content in the hydraulic conductivity of sand-clay mixturesEarth Sci. Res. J.22423924910.15446/esrj.v22n4.69332Open DOISearch in Google Scholar
Taibi, S. (1994). Comportement mécanique et hydraulique des sols soumis à une pression interstitielle négative – Etude expérimentale et modélisation, Ph.D. Thesis, Ecole centrale, Paris, France.TaibiS.1994Comportement mécanique et hydraulique des sols soumis à une pression interstitielle négative – Etude expérimentale et modélisationPh.D. Thesis,Ecole centraleParis, FranceSearch in Google Scholar
Fleureau, J.-M., Verbrugge, J.-C., Huergo, P.J, Correia, A.-G. and Kheirbek-Saoud, S. (2002). Aspects of the behaviour of compacted clayey soils on drying and wetting paths, Can. Geotech. J. 39(6), pp. 1341–1357. DOI:10.1139/t02-100.FleureauJ.-M.VerbruggeJ.-C.HuergoP.JCorreiaA.-G.Kheirbek-SaoudS.2002Aspects of the behaviour of compacted clayey soils on drying and wetting pathsCan. Geotech. J.3961341135710.1139/t02-100Open DOISearch in Google Scholar
Hattab, M. and Fleureau, J.M. (2010). Experimental study of kaolin particle orientation mechanism, Géotechnique 60(5), pp. 323–331. DOI:10.1680/geot.2010.60.5.323.HattabM.FleureauJ.M.2010Experimental study of kaolin particle orientation mechanismGéotechnique60532333110.1680/geot.2010.60.5.323Open DOISearch in Google Scholar
Wei X., Hattab M., Fleureau, J.M. and Ruilin, H. (2013). Micro–macro experimental study of two clayey materials on drying paths, Bull. Eng. Geol. Environ. 72(3–4), pp. 495–508. DOI:10.1007/s10064-013-0513-4.WeiX.HattabM.FleureauJ.M.RuilinH.2013Micro–macro experimental study of two clayey materials on drying pathsBull. Eng. Geol. Environ.723–449550810.1007/s10064-013-0513-4Open DOISearch in Google Scholar
Ighil Ameur, L., Robin, R. and Hattab, M. (2016). Elastic properties in a clayey material under mechanical loading - an estimation through ultrasonic propagations, Eur. J. Environ. Civ. Eng., 20 (9), pp. 1127–1146. DOI:10.1080/19648189.2015.1090926.Ighil AmeurL.RobinR.HattabM.2016Elastic properties in a clayey material under mechanical loading - an estimation through ultrasonic propagationsEur. J. Environ. Civ. Eng.2091127114610.1080/19648189.2015.1090926Open DOISearch in Google Scholar
NF EN ISO 17892-4 (2018), Geotechnical investigation and testing - Laboratory testing of soil - Part 4: Determination of particle size distribution. French standard, AFNOR Editions. France.NF EN ISO 17892-42018Geotechnical investigation and testing - Laboratory testing of soil - Part 4: Determination of particle size distributionFrench standardAFNOR EditionsFranceSearch in Google Scholar
NF EN ISO 17892-12 (2018). Geotechnical investigation and testing - Laboratory testing of soil - Part 12: determination of liquid and plastic limits. French standard, AFNOR Editions. France.NF EN ISO 17892-122018Geotechnical investigation and testing - Laboratory testing of soil - Part 12: determination of liquid and plastic limitsFrench standardAFNOR EditionsFranceSearch in Google Scholar
Tan, T.S., Goh, T.C., Karunaratne, G.P., Lee, S.L., (1994). Shear strength of very soft clay–sand mixtures. Geotech. Test. J., 17(1), pp.27–34.TanT.S.GohT.C.KarunaratneG.P.LeeS.L.1994Shear strength of very soft clay–sand mixturesGeotech. Test. J.171273410.1520/GTJ10069JSearch in Google Scholar
Kheirbek-Saoud, S. (1994). Comportement mécanique de la couche de fondation d’une voie ferrée. Ph.D. Thesis, Ecole centrale de Paris, Paris, France.Kheirbek-SaoudS.1994Comportement mécanique de la couche de fondation d’une voie ferréePh.D. Thesis,Ecole centrale de ParisParis, FranceSearch in Google Scholar
NF P94-093 (2014). Soils: investigation and testing - Determination of the compaction reference values of a soil type - Standard proctor test - Modified Proctor test, French standard, AFNOR Editions. France.NF P94-0932014Soils: investigation and testing - Determination of the compaction reference values of a soil type - Standard proctor test - Modified Proctor testFrench standardAFNOR EditionsFranceSearch in Google Scholar
Azam, S. and Chowdhury, R. H. (2013). Swell-shrink-consolidation behaviour of compacted expansive clays, Int. J. Geot. Eng., 7(4), pp. 424–430.AzamS.ChowdhuryR. H.2013Swell-shrink-consolidation behaviour of compacted expansive claysInt. J. Geot. Eng.7442443010.1179/1939787913Y.0000000005Search in Google Scholar
Marinho, F. A. M. and Oliveira, O. M. (2012). Unconfined shear strength of compacted unsaturated plastic soils, Proceedings of the Institution of Civil Engineers: Geot. Eng., 165(2), pp. 97–106.MarinhoF. A. M.OliveiraO. M.2012Unconfined shear strength of compacted unsaturated plastic soilsProceedings of the Institution of Civil Engineers: Geot. Eng.16529710610.1680/geng10.00027Search in Google Scholar
NF EN ISO 17892-7 (2018). Geotechnical investigation and testing - Laboratory testing of soil - Part 7: unconfined compression test, French standard, AFNOR Editions. France.NF EN ISO 17892-72018Geotechnical investigation and testing - Laboratory testing of soil - Part 7: unconfined compression testFrench standardAFNOR EditionsFranceSearch in Google Scholar
NF EN ISO 17892-9 (2018). Geotechnical investigation and testing - Laboratory testing of soil - Part 9: consolidated triaxial compression tests on water saturated soils, French standard, AFNOR Editions. France.NF EN ISO 17892-92018Geotechnical investigation and testing - Laboratory testing of soil - Part 9: consolidated triaxial compression tests on water saturated soilsFrench standardAFNOR EditionsFranceSearch in Google Scholar
Taibi, S., Duperret, A. and Fleureau, J.-M. (2009). The effect of suction on the hydro mechanical behaviour of chalk rocks, Eng. Geol., 106, pp.40–50.TaibiS.DuperretA.FleureauJ.-M.2009The effect of suction on the hydro mechanical behaviour of chalk rocksEng. Geol.106405010.1016/j.enggeo.2009.02.012Search in Google Scholar
Biarez, J., Fleureau, J.M., Zerhouni, M.I and Soepandji, B.S. (1988). Variations de volume des sols argileux lors de cycles de drainage-humidification. Revue Française de Géotechnique, 41, pp. 63–71.BiarezJ.FleureauJ.M.ZerhouniM.ISoepandjiB.S.1988Variations de volume des sols argileux lors de cycles de drainage-humidificationRevue Française de Géotechnique41637110.1051/geotech/1987041063Search in Google Scholar
Fleureau, J.M., Kheirbek-Saoud, S., Soemitro, R. and Taibi, S. (1993). Behavior of clayey soil on drying-wetting paths. Can. Geotech. J., 3(2), 287–296. https://doi.org/10.1139/t93-024.FleureauJ.M.Kheirbek-SaoudS.SoemitroR.TaibiS.1993Behavior of clayey soil on drying-wetting pathsCan. Geotech. J.32287296https://doi.org/10.1139/t93-024.10.1139/t93-024Search in Google Scholar
Zur, B. (1966). Osmotic control the matrix soil water potential, Soil Sci., pp. 394–398.ZurB.1966Osmotic control the matrix soil water potentialSoil Sci.39439810.1097/00010694-196612000-00007Search in Google Scholar
Williams, J. and Shaykewich, C.F. (1969). An evaluation of polyethylene glycol (P.E.G.) 6000 and P.E.G. 20000 in the osmotic control of soil water matrix potential, Can. J. Soil Science, 102, pp. 394–398.WilliamsJ.ShaykewichC.F.1969An evaluation of polyethylene glycol (P.E.G.) 6000 and P.E.G. 20000 in the osmotic control of soil water matrix potentialCan. J. Soil Science102394398Search in Google Scholar
Indarto (1991). Comportement mécanique et compactage des matériaux de barrages. Ph.D. Thesis, Ecole centrale de Paris, Paris, France.Indarto1991Comportement mécanique et compactage des matériaux de barragesPh.D. Thesis,Ecole centrale de ParisParis, FranceSearch in Google Scholar
Delage, P. and Suraj, D. (1992). Suction controlled testing of non-saturated soils with osmotic consolidometer. 7th international conference expansive soils, Dallas, pp. 206–211.DelageP.SurajD.1992Suction controlled testing of non-saturated soils with osmotic consolidometer7th international conference expansive soilsDallas206211Search in Google Scholar
Delage, P., Howat, M.D. and Cui, Y.J. (1998). The relationship between suction and swelling properties in a heavily compacted unsaturated clay, Eng. Geol., 1(1), pp. 31–48. DOI: 10.1016/S0013-7952(97)00083-5DelageP.HowatM.D.CuiY.J.1998The relationship between suction and swelling properties in a heavily compacted unsaturated clayEng. Geol.11314810.1016/S0013-7952(97)00083-5Open DOISearch in Google Scholar
Bouchemella, S. and Alimi-Ichola, I. (2016). Détermination de la variation spatio-temporelle de la teneur en eau lors d’une infiltration verticale en utilisant la méthode TDR, Annales du Bâtiment et des Travaux Publics. 68 (5–6). Numéro spécial : 34es Rencontres universitaires de Génie Civil, Liège, 24–27 mai 2016. ISBN 978-2-7472-2690-5 (ISSN 1270-9840).BouchemellaS.Alimi-IcholaI.2016Détermination de la variation spatio-temporelle de la teneur en eau lors d’une infiltration verticale en utilisant la méthode TDRAnnales du Bâtiment et des Travaux Publics685–6Numéro spécial : 34es Rencontres universitaires de Génie Civil, Liège, 24–27 mai 2016. ISBN 978-2-7472-2690-5 (ISSN 1270-9840).Search in Google Scholar
ASTM D5298-16 (2016). Standard Test Method for Measurement of Soil Potential (Suction) Using Filter Paper, ASTM International, West Conshohocken, PA., USA. DOI: 10.1520/D5298-16.ASTM D5298-162016Standard Test Method for Measurement of Soil Potential (Suction) Using Filter PaperASTM InternationalWest Conshohocken, PA., USA10.1520/D5298-16Open DOISearch in Google Scholar
Muhwezi, L. and Achanit, S. E. (2019). Effect of Sand on the Properties of Compressed Soil-Cement Stabilized Blocks. Colloid and Surface Science. 4(1), pp.1–6. DOI: 10.11648/j.css.20190401.11MuhweziL.AchanitS. E.2019Effect of Sand on the Properties of Compressed Soil-Cement Stabilized BlocksColloid and Surface Science411610.11648/j.css.20190401.11Open DOISearch in Google Scholar
Mullins, C.E. and Panayiotopoulos, K.P. (1984). The strength of unsaturated mixtures of sand and kaolin and the concept of effective stress, J. Soil Sci., 35(3), pp. 459–468.MullinsC.E.PanayiotopoulosK.P.1984The strength of unsaturated mixtures of sand and kaolin and the concept of effective stressJ. Soil Sci.35345946810.1111/j.1365-2389.1984.tb00303.xSearch in Google Scholar