Volumetric behavior of natural swelling soil on drying-wetting paths. Application to the Boumagueur marl -Algeria-

[1]Abou-Bekr, N. (1995). Modélisation du comportement mécanique et hydraulique des sols partiellement saturés. Ph.D. thesis. École Centrale de Paris. France. (In French).Abou-BekrN.1995Modélisation du comportement mécanique et hydraulique des sols partiellement saturésPh.D. thesis. École Centrale de Paris. France. (In French).Search in Google Scholar

[2]Al-Mahbashi, A.M., Elkady, T.Y. and Alrefeai, T.O. (2015). Soil water characteristic curve and improvement in lime treated expansive soil. Geomechanics and Engineering, 8(5), 687–706.Al-MahbashiA.M.ElkadyT.Y.AlrefeaiT.O.2015Soil water characteristic curve and improvement in lime treated expansive soilGeomechanics and Engineering8568770610.12989/gae.2015.8.5.687Search in Google Scholar

[3]Alonso, E.E., Romero, E., Hoffmann, C. and Garcia-Escudero, E. (2005). Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting. Engineering Geology, 81(3), 213–226.AlonsoE.E.RomeroE.HoffmannC.Garcia-EscuderoE.2005Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wettingEngineering Geology81321322610.1016/j.enggeo.2005.06.009Search in Google Scholar

[4]Benchouk, A., Derfouf, F.M., Abou-bekr, N and Taibi, S. (2013). Behaviour of some clays on drying and wetting paths. Arabian Journal of Geosciences, 6(12), 4565–4573.BenchoukA.DerfoufF.M.Abou-bekrNTaibiS.2013Behaviour of some clays on drying and wetting pathsArabian Journal of Geosciences6124565457310.1007/s12517-012-0777-1Search in Google Scholar

[5]Bendahgane, M., Nechnech, A., Taibi, S. and Abou-Bekr, N. (2016). Hydromechanical behaviour of an unsaturated Algiers clay. European Journal of Environmental and Civil Engineering, 21(9), 1093–1113.BendahganeM.NechnechA.TaibiS.Abou-BekrN.2016Hydromechanical behaviour of an unsaturated Algiers clayEuropean Journal of Environmental and Civil Engineering2191093111310.1080/19648189.2016.1150897Search in Google Scholar

[6]Biarez, J. and Favre, J.I. (1975). Parameter filing and statistical analysis of data in soil mechanic. Proceedings of the 2^nd International Conference on Application of Statistics and Probabilities in Soils Mechanics, Aachen, Germany, September.BiarezJ.FavreJ.I.1975Parameter filing and statistical analysis of data in soil mechanicProceedings of the 2nd International Conference on Application of Statistics and Probabilities in Soils MechanicsAachen, GermanySeptemberSearch in Google Scholar

[7]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, 63–71. (in French).BiarezJ.FleureauJ.M.ZerhouniM.I.SoepandjiB.S.1988Variations de volume des sols argileux lors de cycles de drainage humidificationRevue. Française de Géotechnique416371(in French).10.1051/geotech/1987041063Search in Google Scholar

[8]Delage, P., Howat, M.D. and Cui, Y.J. (1998). The relationship between suction and swelling properties in a heavily compacted unsaturated clay. Engineering Geology, l (50), 31–48.DelageP.HowatM.D.CuiY.J.1998The relationship between suction and swelling properties in a heavily compacted unsaturated clayEngineering Geologyl50314810.1016/S0013-7952(97)00083-5Search in Google Scholar

[9]Derfouf, F.E.M., Allal, M.A., Abou-Bekr, N. and Taibi, S. (2013). Mesure et prédiction des chemins de drainage humidification. Application à l’argile d’un noyau de barrage. Revue. Française de Géotechnique, 142:49–60. (In French).DerfoufF.E.M.AllalM.A.Abou-BekrN.TaibiS.2013Mesure et prédiction des chemins de drainage humidification. Application à l’argile d’un noyau de barrageRevue. Française de Géotechnique1424960(In French).10.1051/geotech/2013142049Search in Google Scholar

[10]Estabragh, A.R., Parsaei, B. and Javadi, A.A. (2015). Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soil. Soils and Foundations, 55(2), 304–314.EstabraghA.R.ParsaeiB.JavadiA.A.2015Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soilSoils and Foundations55230431410.1016/j.sandf.2015.02.007Search in Google Scholar

[11]Fleureau, J.M., Kheirbek-Saoud, S., Soemitro, R. and Taibi, S. (1993). Behavior of clayey soils on drying-wetting paths. Canadian Geotechnical Journal, 30(2), 287–296.FleureauJ.M.Kheirbek-SaoudS.SoemitroR.TaibiS.1993Behavior of clayey soils on drying-wetting pathsCanadian Geotechnical Journal30228729610.1139/t93-024Search in Google Scholar

[12]Fleureau, J.M., Verbrugge, J.C., Huergo, R., Correia, A.G. and Kheirbek, S. (2002). Aspect of the behaviour of compacted clayey soils on drying-wetting Paths. Canadian Geotechnical Journal, 39(6), 1341–1357.FleureauJ.M.VerbruggeJ.C.HuergoR.CorreiaA.G.KheirbekS.2002Aspect of the behaviour of compacted clayey soils on drying-wetting PathsCanadian Geotechnical Journal3961341135710.1139/t02-100Search in Google Scholar

[13]Fredlund, D.G and Rahardjo, H. (1993). Soils mechanics for unsaturated soils. John Wiley publications. New York. USA.FredlundD.GRahardjoH.1993Soils mechanics for unsaturated soilsJohn Wiley publicationsNew York. USA10.1002/9780470172759Search in Google Scholar

[14]Fredlund, D.G., Xing, A., Fredlund, M.D. and Barbour, S.L. (1996). The relationship of the unsaturated shear strength function to the soil water characteristic. Canadian Geotechnical Journal, 33(3):440–448.FredlundD.G.XingA.FredlundM.D.BarbourS.L.1996The relationship of the unsaturated shear strength function to the soil water characteristicCanadian Geotechnical Journal33344044810.1139/t96-065Search in Google Scholar

[15]He, Y., Cui, Y.J., Ye, W.M. and Conil, N. (2017). Effects of wetting-drying cycles on the air permeability of compacted Téguline clay. Engineering geology, 228, 173–179.HeY.CuiY.J.YeW.M.ConilN.2017Effects of wetting-drying cycles on the air permeability of compacted Téguline clayEngineering geology22817317910.1016/j.enggeo.2017.08.015Search in Google Scholar

[16]Hillel, D. (1980). Fundamentals of Soil Physics. Academic Press, New York, U.S.A.HillelD.1980Fundamentals of Soil PhysicsAcademic PressNew York, U.S.A.10.1016/B978-0-08-091870-9.50006-6Search in Google Scholar

[17]Houmadi, Y., Mamoune, S.M.A. and Belakhdar, K. (2009). Swelling and Geotechnical Cartography of Saida Soils. Jordan Journal of Civil Engineering, 3(1), 32–40.HoumadiY.MamouneS.M.A.BelakhdarK.2009Swelling and Geotechnical Cartography of Saida SoilsJordan Journal of Civil Engineering313240Search in Google Scholar

[18]Goual, I., Goual, M.S., Taibi, S. and Abou-bekr, N. (2011). Behaviour of unsaturated tuff- calcareous sand mixtureon drying-wetting and triaxial paths. Geomechanics and Engineering, 3(4), 267–284.GoualI.GoualM.S.TaibiS.Abou-bekrN.2011Behaviour of unsaturated tuff- calcareous sand mixtureon drying-wetting and triaxial pathsGeomechanics and Engineering3426728410.12989/gae.2011.3.4.267Search in Google Scholar

[19]Laloui, L., Salager, S and Rizzi, M. (2013). Retention behaviour of natural clayey materials at different temperatures. Acta Geotechnica, 8(5), 537–546.LalouiL.SalagerSRizziM.2013Retention behaviour of natural clayey materials at different temperaturesActa Geotechnica8553754610.1007/s11440-013-0255-2Search in Google Scholar

[20]Lamara, M., Derriche, Z. and Romero, E. (2010). Microstructure et potentiel de gonflement d’une argile du Sahara algérien. Revue Française de Géotechnique, 126–127, 93–100. (In French).LamaraM.DerricheZ.RomeroE.2010Microstructure et potentiel de gonflement d’une argile du Sahara algérienRevue Française de Géotechnique126–12793100(In French).10.1051/geotech/2009126093Search in Google Scholar

[21]Li, Z.S. (2015). Etudes des propriétés hydromécaniques des sols argileux non saturés proches de la saturation. Doctoral dissertation, Ecole Centrale Paris, France. (In French).LiZ.S.2015Etudes des propriétés hydromécaniques des sols argileux non saturés proches de la saturationDoctoral dissertation, Ecole Centrale Paris, France. (In French).Search in Google Scholar

[22]Li, Z.S., Derfouf, F.E.M., Benchouk, A., Abou-Bekr, N., Taibi, S. and Fleureau, J.M. (2017). Volume change behavior of two compacted clayey soils under hydraulic and mechanical loadings. Journal of Geotechnical and Geoenvironmental Engineering, 144(4), 1–14.LiZ.S.DerfoufF.E.M.BenchoukA.Abou-BekrN.TaibiS.FleureauJ.M.2017Volume change behavior of two compacted clayey soils under hydraulic and mechanical loadingsJournal of Geotechnical and Geoenvironmental Engineering144411410.1061/(ASCE)GT.1943-5606.0001851Search in Google Scholar

[23]Linchang, M., Songyu, L. and Yuanming. L. (2002). Research of soil–water characteristics and shear strength features of Nanyang expansive soil. Engineering Geology, 65(4), 261–267.LinchangM.SongyuL.YuanmingL.2002Research of soil–water characteristics and shear strength features of Nanyang expansive soilEngineering Geology65426126710.1016/S0013-7952(01)00136-3Search in Google Scholar

[24]Lu, N. and Likos, W.J. (2006). Suction stress characteristic curve for unsaturated soil. Journal of Geotechnical and Geoenvironmental Engineering, 132(2):131–142.LuN.LikosW.J.2006Suction stress characteristic curve for unsaturated soilJournal of Geotechnical and Geoenvironmental Engineering132213114210.1061/(ASCE)1090-0241(2006)132:2(131)Search in Google Scholar

[25]Maria, M., Xiwei, Z., Michael, J.G. and Zeljko, C. (2013). Water Retention and Compressibility of a Lime-Treated, High Plasticity Clay. Geotechnical and Geological Engineering, 31(4), 1171–1185.MariaM.XiweiZ.MichaelJ.G.ZeljkoC.2013Water Retention and Compressibility of a Lime-Treated, High Plasticity ClayGeotechnical and Geological Engineering3141171118510.1007/s10706-013-9642-6Search in Google Scholar

[26]Medjnoun, A., Khiatine, M. and Bahar, R. (2014). Caractérisation minéralogique et géotechnique des argiles marneuses gonflantes de la région de Médéa, Algérie. Bulletin of Engineering Geology and the Environment, 73(04), 1259–1272. (In French).MedjnounA.KhiatineM.BaharR.2014Caractérisation minéralogique et géotechnique des argiles marneuses gonflantes de la région de Médéa, AlgérieBulletin of Engineering Geology and the Environment730412591272(In French).10.1007/s10064-014-0582-zSearch in Google Scholar

[27]Ménard, L. (1957). In situ measurement of physical properties of soils. Anals of roads abd bridges, 14, 357–377.MénardL.1957In situ measurement of physical properties of soilsAnals of roads abd bridges14357377Search in Google Scholar

[28]Modaressi, A. and Abou-Bekr N. (1994-a). Constitutive model for unsaturated soils: validation on a silty material. In Smith I.M (eds), Proceeding of the 3rd European Conference on Numerical Methods in Geotechnical Engineering. Manchester, England. Rotterdam: Balkema, 91–96.ModaressiA.Abou-BekrN.1994-aConstitutive model for unsaturated soils: validation on a silty materialInSmithI.M(eds),Proceeding of the 3rd European Conference on Numerical Methods in Geotechnical EngineeringManchester, EnglandRotterdamBalkema9196Search in Google Scholar

[29]Mohanty, S.K., Pradhan, P.K. and Mohanty, C.R. (2017). Stabilization of expansive soil using industrial wastes. Geomechanics and Engineering, 12(1), 111–125.MohantyS.K.PradhanP.K.MohantyC.R.2017Stabilization of expansive soil using industrial wastesGeomechanics and Engineering12111112510.12989/gae.2017.12.1.111Search in Google Scholar

[30]Salager, S., Youssoufi, M.S.E. and Saix C. (2007). Influence of Temperature on the Water Retention Curve of Soils. Modelling and Experiments. In: Schanz T. (eds) Experimental Unsaturated Soil Mechanics. Springer Proceedings in Physics, Springer, Berlin, Heidelberg.SalagerS.YoussoufiM.S.E.SaixC.2007Influence of Temperature on the Water Retention Curve of Soils. Modelling and ExperimentsIn:SchanzT.(eds)Experimental Unsaturated Soil Mechanics. Springer Proceedings in PhysicsSpringerBerlin, Heidelberg10.1007/3-540-69873-6_24Search in Google Scholar

[31]Seiphoori, A., Ferrari, A. and Laloui, L. (2014). Water retention behaviour and microstructural evolution of MX-80 bentonite during wetting and drying cycles. Géotechnique, 64(9), 721–734.SeiphooriA.FerrariA.LalouiL.2014Water retention behaviour and microstructural evolution of MX-80 bentonite during wetting and drying cyclesGéotechnique64972173410.1680/geot.14.P.017Search in Google Scholar

[32]Sidoroff, F., Cambou, B. and Mahboubi, A. (1993). Contact force distribution in granular media. Mechanics of materials, 16(1–2), 83–89.SidoroffF.CambouB.MahboubiA.1993Contact force distribution in granular mediaMechanics of materials161–2838910.1016/B978-0-444-89213-3.50010-9Search in Google Scholar

[33]Sun, D.A., You, G., Zhou, A.N., and Sheng, D.C. (2016). Soil water retention curves and microstructures of undisturbed and compacted Guilin lateritic clay. Bulletin of Engineering Geology and the Environment, 75(2), 781–791.SunD.A.YouG.ZhouA.N.ShengD.C.2016Soil water retention curves and microstructures of undisturbed and compacted Guilin lateritic clayBulletin of Engineering Geology and the Environment75278179110.1007/s10064-015-0765-2Search in Google Scholar

[34]Sun, W., Sun, D., Fang, L and Liu, S. (2014). Soil-water characteristics of Gaomiaozi bentonite by vapour equilibrium technique. Journal of Rock Mechanics and Geotechnical Engineering, 6(1), 48–54.SunW.SunD.FangLLiuS.2014Soil-water characteristics of Gaomiaozi bentonite by vapour equilibrium techniqueJournal of Rock Mechanics and Geotechnical Engineering61485410.1016/j.jrmge.2013.12.004Search in Google Scholar

[35]Tang, C.S., Wang, D.Y., Shi, B. and Li, J. 2016. Effect of wetting–drying cycles on profile 3 mechanical behavior of soils with different initial conditions. Catena, 139, pp.105–116.TangC.S.WangD.Y.ShiB.LiJ.2016Effect of wetting–drying cycles on profile 3 mechanical behavior of soils with different initial conditionsCatena13910511610.1016/j.catena.2015.12.015Search in Google Scholar

[36]Tripathy, S., Tadza, M.Y.M. and Thomas, H.R. (2014). Soil-water characteristic curves of clays. Canadian Geotechnical Journal, 51(8), 869–883.TripathyS.TadzaM.Y.M.ThomasH.R.2014Soil-water characteristic curves of claysCanadian Geotechnical Journal51886988310.1139/cgj-2013-0089Search in Google Scholar

[37]Vanapalli, S.K., Fredlund, D.G. and Pufahl, D.E. (1999). The influence of soil structure and stress history on the soil-water characteristics of a compacted till. Géotechnique, 49(2), 143–159.VanapalliS.K.FredlundD.G.PufahlD.E.1999The influence of soil structure and stress history on the soil-water characteristics of a compacted tillGéotechnique49214315910.1680/geot.1999.49.2.143Search in Google Scholar

[38]Van Genuchten, M.T. (1980). A closed form equation predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44(5), 892–898.Van GenuchtenM.T.1980A closed form equation predicting the hydraulic conductivity of unsaturated soilsSoil Science Society of America Journal44589289810.2136/sssaj1980.03615995004400050002xSearch in Google Scholar

[39]Wang, D.Y., Tang, C.S, Cui, Y.J., Bin, S. and Jian, L. (2016). Effects of wetting–drying cycles on soil strength profile of a silty clay in micro-penetrometer tests. Engineering Geology, 206, 60–70.WangD.Y.TangC.SCuiY.J.BinS.JianL.2016Effects of wetting–drying cycles on soil strength profile of a silty clay in micro-penetrometer testsEngineering Geology206607010.1016/j.enggeo.2016.04.005Search in Google Scholar

[40]Wei, X., Hattab, M., Fleureau, J.M. and Hu, R. (2013). Micro-macro-experimental study of two clayey materials on drying paths. Bulletin of Engineering Geology and the Environment, 72(3–4), 495–508.WeiX.HattabM.FleureauJ.M.HuR.2013Micro-macro-experimental study of two clayey materials on drying pathsBulletin of Engineering Geology and the Environment723–449550810.1007/s10064-013-0513-4Search in Google Scholar

[41]Wenjing, S., Déan, S., Lei, F. and Shiqing, L. (2014). Soil-water characteristics of Gaomiaozi bentonite by vapour equilibrium technique. Journal of Rock Mechanics and Geotechnical Engineering, 6(1), 48–54.WenjingS.DéanS.LeiF.ShiqingL.2014Soil-water characteristics of Gaomiaozi bentonite by vapour equilibrium techniqueJournal of Rock Mechanics and Geotechnical Engineering61485410.1016/j.jrmge.2013.12.004Search in Google Scholar

[42]Zerhouni, M.I. (1991). Rôle de la pression interstitielle négative dans le comportement des sols-Application au calcul des routes. Ph.D. Thesis, Ecole Centrale Paris, Paris, France. (In French).ZerhouniM.I.1991Rôle de la pression interstitielle négative dans le comportement des sols-Application au calcul des routesPh.D. Thesis, Ecole Centrale Paris, Paris, France. (In French).Search in Google Scholar

[43]Zhao, Y., Ren, S., Jiang, D., Liu, R., Wu, J. and Jiang, X. (2018). Influence of wetting-drying cycles on the pore structure and mechanical properties of mudstone from Simian Mountain. Construction and Building Materials, 191, 923–931.ZhaoY.RenS.JiangD.LiuR.WuJ.JiangX.2018Influence of wetting-drying cycles on the pore structure and mechanical properties of mudstone from Simian MountainConstruction and Building Materials19192393110.1016/j.conbuildmat.2018.10.069Search in Google Scholar

[44]Zhong, X., Wang, Q. and Liu, Z. (2018). Influence of Stress on Soil-water Characteristic Curve of Intact Loess. IOP Conference Series: Materials Science and Engineering. 452. 032049.ZhongX.WangQ.LiuZ.2018Influence of Stress on Soil-water Characteristic Curve of Intact LoessIOP Conference Series: Materials Science and Engineering452032049.10.1088/1757-899X/452/3/032049Search in Google Scholar