Heave analysis of shallow foundations founded in swelling clayey soil at N’Gaous city in Algeria

[1]Nelson, J.D., Miller, D.J. (1992). Expansive soils: problems and practice in foundation and pavement engineering. J. Wiley, New York.NelsonJ.D.MillerD.J.1992Expansive soils: problems and practice in foundation and pavement engineeringJ. WileyNew YorkSearch in Google Scholar

[2]Nelson, J.D., Chao, K.C., Overton, D.D., Nelson, E.J. (2015). Foundation engineering for expansive soils. Wiley, Hoboken, New Jersey.NelsonJ.D.ChaoK.C.OvertonD.D.NelsonE.J.2015Foundation engineering for expansive soilsWileyHoboken, New Jersey10.1002/9781118996096Search in Google Scholar

[3]Chen, F.H. (1975). Foundations on expansive soils. Elsevier Scientific Pub. Co, Amsterdam; New York.ChenF.H.1975Foundations on expansive soilsElsevier Scientific Pub. CoAmsterdam; New YorkSearch in Google Scholar

[4]Fredlund, D.G., Rahardjo, H., Fredlund, M.D. (2012). Unsaturated soil mechanics in engineering practice. Wiley, Hoboken, NJ.FredlundD.G.RahardjoH.FredlundM.D.2012Unsaturated soil mechanics in engineering practiceWileyHoboken, NJ10.1002/9781118280492Search in Google Scholar

[5]Tang, A.M., Cui, Y.J., Trinh, V.N., Szerman, Y., Marchadier, G. (2009). Analysis of the railway heave induced by soil swelling at a site in southern France. Engineering Geology. 106 (1), 68–77.TangA.M.CuiY.J.TrinhV.N.SzermanY.MarchadierG.2009Analysis of the railway heave induced by soil swelling at a site in southern FranceEngineering Geology1061687710.1016/j.enggeo.2009.03.002Search in Google Scholar

[6]Hachichi, A., Fleureau, J.M. (1999). Caractérisation et stabilisation de quelques sols gonflants d’Algérie. Revue Frençaise de Géotechnique. 86 37–51.HachichiA.FleureauJ.M.1999Caractérisation et stabilisation de quelques sols gonflants d’AlgérieRevue Frençaise de Géotechnique86375110.1051/geotech/1999086037Search in Google Scholar

[7]Djedid, A., Bekkouche, A., Aissa Mamoune, S.M. (2001). Identification and prediction of the swelling behaviour of some soils from the Tlemcen region of Algeria. Bulletin Des Laboratoires Des Ponts et Chaussées 4375. 233 69–77.DjedidA.BekkoucheA.Aissa MamouneS.M.2001Identification and prediction of the swelling behaviour of some soils from the Tlemcen region of AlgeriaBulletin Des Laboratoires Des Ponts et Chaussées 43752336977Search in Google Scholar

[8]Medjnoun, A., Khiatine, M., 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 (4), 1259–1272.MedjnounA.KhiatineM.BaharR.2014Caractérisation minéralogique et géotechnique des argiles marneuses gonflantes de la région de Médéa, AlgérieBulletin of Engineering Geology and the Environment7341259127210.1007/s10064-014-0582-zSearch in Google Scholar

[9]Adem, H.H., Vanapalli, S.K. (2015). Review of methods for predicting in situ volume change movement of expansive soil over time. Journal of Rock Mechanics and Geotechnical Engineering. 7 (1), 73–86.AdemH.H.VanapalliS.K.2015Review of methods for predicting in situ volume change movement of expansive soil over timeJournal of Rock Mechanics and Geotechnical Engineering71738610.1016/j.jrmge.2014.11.002Search in Google Scholar

[10]Magnan, J.P., Ejjaaouani, H., Shakhirev, V., Bensallam, S. (2013). Etude du gonflement et du retrait d’une argile. Bulletin Des Laboratoires Des Ponts et Chaussées. 155–170.MagnanJ.P.EjjaaouaniH.ShakhirevV.BensallamS.2013Etude du gonflement et du retrait d’une argileBulletin Des Laboratoires Des Ponts et Chaussées155170Search in Google Scholar

[11]Mitchell, P.W., Avalle, D.L. (1984). A technique to predict expansive soils movement. in: Proc. 5th Int. Conf. Expans. Soils, Adelaide, Australia, pp. 124–130.MitchellP.W.AvalleD.L.1984A technique to predict expansive soils movementin:Proc. 5th Int. Conf. Expans. SoilsAdelaide, Australia124130Search in Google Scholar

[12]Mckeen, R.G. (1992). A model for predicting expansive soil behavior. in: Proc. 7th Int. Conf. Expans. Soils, Dallas-Texas, pp. 1–6.MckeenR.G.1992A model for predicting expansive soil behaviorin:Proc. 7th Int. Conf. Expans. SoilsDallas-Texas16Search in Google Scholar

[13]Fityus, S., Smith, D.W. (1998). A simple model for the prediction of free surface movements in swelling clay profiles. in: Proc. 2nd Int. Conf. Unsaturated Soil, Beijing, China, pp. 473–478.FityusS.SmithD.W.1998A simple model for the prediction of free surface movements in swelling clay profilesin:Proc. 2nd Int. Conf. Unsaturated SoilBeijing, China473478Search in Google Scholar

[14]Briaud, J.L., Zhang, X., Moon, S. (2003). Shrinkage test – water content method for shrinkage and swell predictions. Journal of Geotechnical and Geoenvironmental Engineering. 129 (7), 590–600.BriaudJ.L.ZhangX.MoonS.2003Shrinkage test – water content method for shrinkage and swell predictionsJournal of Geotechnical and Geoenvironmental Engineering129759060010.1061/(ASCE)1090-0241(2003)129:7(590)Search in Google Scholar

[15]Vanapalli, S.K., Lu, L., Oh, W.T. (2010). Estimation of swelling pressure and 1-D heave in expansive soils. in: Proc. 5th Int. Conf. Unsaturated Soils, Barcelona, Spain, pp. 1201–1207.VanapalliS.K.LuL.OhW.T.2010Estimation of swelling pressure and 1-D heave in expansive soilsin:Proc. 5th Int. Conf. Unsaturated SoilsBarcelona, Spain12011207Search in Google Scholar

[16]Fredlund, D.G. (1983). Prediction of ground movements in swelling clays. in: Proc. 31st Annu. Soil Mech. Found Eng. Conf., Earle Brown Centre, University of Minnesota, Minneapolis, pp. 1–48.FredlundD.G.1983Prediction of ground movements in swelling claysin:Proc. 31st Annu. Soil Mech. Found Eng. Conf.Earle Brown Centre, University of Minnesota, Minneapolis148Search in Google Scholar

[17]US Department of the Army (DA). (1983). Foundations in Expansive Soils. Technical Manual TM 5-818-7.US Department of the Army (DA)1983Foundations in Expansive SoilsTechnical Manual TM 5-818-7Search in Google Scholar

[18]Nelson, J.D., Reichler, D.K., Cumbers, J.M. (2006). Parameters for heave prediction by oedometer tests. in: Proc. 4th Int. Conf. Unsaturated Soils, Carefree, Arizona, pp. 951–961.NelsonJ.D.ReichlerD.K.CumbersJ.M.2006Parameters for heave prediction by oedometer testsin:Proc. 4th Int. Conf. Unsaturated SoilsCarefree, Arizona95196110.1061/40802(189)76Search in Google Scholar

[19]Ejjaaouani, H., Shakhirev, V. (2007). Calculation of foundations during soil wetting. in: Proc. 14th Eur. Con. Soil Mech. Geo Eng, Madrid, Spain, pp. 727–731.EjjaaouaniH.ShakhirevV.2007Calculation of foundations during soil wettingin:Proc. 14th Eur. Con. Soil Mech. Geo EngMadrid, Spain727731Search in Google Scholar

[20]Baheddi, M., Djafarov, M., Charif, A. (2016). A method for predicting the deformation of swelling clay soils and designing shallow foundations that are subjected to uplifting. Acta Geotechnica Slovenica. 13 (1), 67–77.BaheddiM.DjafarovM.CharifA.2016A method for predicting the deformation of swelling clay soils and designing shallow foundations that are subjected to upliftingActa Geotechnica Slovenica1316777Search in Google Scholar

[21]Hung, Q.V., Fredlund, D.G. (2004). The prediction of one-, two-, and three-dimensional heave in expansive soils. Canadian Geotechnical Journal. 41 (4), 713–737.HungQ.V.FredlundD.G.2004The prediction of one-, two-, and three-dimensional heave in expansive soilsCanadian Geotechnical Journal41471373710.1139/t04-023Search in Google Scholar

[22]Masia, M.J., Totoev, Y.Z., Kleeman, P.W. (2004). Modeling Expansive Soil Movements beneath Structures. Journal of Geotechnical and Geoenvironmental Engineering. 130 (6), 572–579.MasiaM.J.TotoevY.Z.KleemanP.W.2004Modeling Expansive Soil Movements beneath StructuresJournal of Geotechnical and Geoenvironmental Engineering130657257910.1061/(ASCE)1090-0241(2004)130:6(572)Search in Google Scholar

[23]Hung, Q.V., Fredlund, D.G. (2006). Challenges to modelling heave in expansive soils. Canadian Geotechnical Journal. 43 (12), 1249–1272.HungQ.V.FredlundD.G.2006Challenges to modelling heave in expansive soilsCanadian Geotechnical Journal43121249127210.1139/t06-073Search in Google Scholar

[24]Abed, A.A. (2008). Numerical modeling of expansive soil behavior, PhD Thesis, Stuttgart University.AbedA.A.2008Numerical modeling of expansive soil behaviorPhD Thesis,Stuttgart UniversitySearch in Google Scholar

[25]Nowamooz, H., Mrad, M., Abdallah, A., Masrouri, F. (2009). Experimental and numerical studies of the hydromechanical behaviour of a natural unsaturated swelling soil. Canadian Geotechnical Journal. 46 (4), 393–410.NowamoozH.MradM.AbdallahA.MasrouriF.2009Experimental and numerical studies of the hydromechanical behaviour of a natural unsaturated swelling soilCanadian Geotechnical Journal46439341010.1201/9780203884430.ch117Search in Google Scholar

[26]ASTM D4546-08. (2008). Standard test methods for one-dimensional swell or settlement potential of cohesive soils. West Conshohocken, PA.ASTM D4546-082008Standard test methods for one-dimensional swell or settlement potential of cohesive soilsWest Conshohocken, PASearch in Google Scholar

[27]Jahangir, E., Deck, O., Masrouri, F. (2012). Estimation of ground settlement beneath foundations due to shrinkage of clayey soils. Canadian Geotechnical Journal. 49 (7), 835–852.JahangirE.DeckO.MasrouriF.2012Estimation of ground settlement beneath foundations due to shrinkage of clayey soilsCanadian Geotechnical Journal49783585210.1139/t2012-042Search in Google Scholar

[28]Holtz, R.D., Kovacs, W.D. (1981). An introduction to geotechnical engineering. Prentice-Hall, Englewood Cliffs, N.J.HoltzR.D.KovacsW.D.1981An introduction to geotechnical engineeringPrentice-HallEnglewood Cliffs, N.JSearch in Google Scholar

[29]Vanapalli, S.K., Lu, L. (2012). A state-of-the art review of 1-D heave prediction methods for expansive soils. International Journal of Geotechnical Engineering. 6 (1), 15–41.VanapalliS.K.LuL.2012A state-of-the art review of 1-D heave prediction methods for expansive soilsInternational Journal of Geotechnical Engineering61154110.3328/IJGE.2012.06.01.15-41Search in Google Scholar

[30]Tang, C.S., Tang, A.M., Cui, Y.J., Delage, P., Schroeder, C., Laure, E.D. (2011). Investigating the Swelling Pressure of Compacted Crushed-Callovo-Oxfordian Claystone. Physics and Chemistry of the Earth, Parts A/B/C. 36 (17), 1857–1866.TangC.S.TangA.M.CuiY.J.DelageP.SchroederC.LaureE.D.2011Investigating the Swelling Pressure of Compacted Crushed-Callovo-Oxfordian ClaystonePhysics and Chemistry of the Earth, Parts A/B/C36171857186610.1016/j.pce.2011.10.001Search in Google Scholar

[31]Wang, Q., Tang, A.M., Cui, Y.J., Delage, P., Gatmiri, B. (2012). Experimental study on the swelling behaviour of bentonite/claystone mixture. Engineering Geology. 124, 59–66.WangQ.TangA.M.CuiY.J.DelageP.GatmiriB.2012Experimental study on the swelling behaviour of bentonite/claystone mixtureEngineering Geology124596610.1016/j.enggeo.2011.10.003Search in Google Scholar

[32]Saba, S., Cui, Y.J., Tang, A.M., Barnichon, J.D. (2014). Investigation of the swelling behaviour of compacted bentonite–sand mixture by mock-up tests. Canadian Geotechnical Journal. 51 (12), 1399–1412.SabaS.CuiY.J.TangA.M.BarnichonJ.D.2014Investigation of the swelling behaviour of compacted bentonite–sand mixture by mock-up testsCanadian Geotechnical Journal51121399141210.1139/cgj-2013-0377Search in Google Scholar

[33]Nelson, J.D., Overton, D.D., Durkee, D.B. (2001). Depth of Wetting and the Active Zone. in: Shal found and soil prop, ASCE. Civ Eng. Conf, Houston, Texas, United States, pp. 95–109.NelsonJ.D.OvertonD.D.DurkeeD.B.2001Depth of Wetting and the Active Zonein:Shal found and soil prop, ASCE. Civ Eng. ConfHouston, Texas, United States9510910.1061/40592(270)6Search in Google Scholar

[34]FLAC3D. (2003). Fast Lagrangian Analysis of Continua in 3 dimensions, Version 3.0. ITASCA Consulting Group, Inc.FLAC3D2003Fast Lagrangian Analysis of Continua in 3 dimensions, Version 3.0ITASCA Consulting Group, Inc.Search in Google Scholar

[35]Kaliakin, V.N. (2017). Soil Mechanics: calculations, principles, and methods. Butterworth-Heinemann, an imprint of Elsevier, Kidlington, Oxford Cambridge.KaliakinV.N.2017Soil Mechanics: calculations, principles, and methodsButterworth-Heinemann, an imprint of ElsevierKidlington, Oxford CambridgeSearch in Google Scholar