메뉴 건너뛰기




Volumn 150, Issue , 2017, Pages 333-341

The effects of compaction delay and environmental temperature on the mechanical and hydraulic properties of lime-stabilized extremely high plastic clays

Author keywords

Ambient temperature; Compaction delay; Expansive clay; Lime treatment; Mechanical and hydraulic behaviour

Indexed keywords

COMPACTION; CURING; DRYING; LIME; MIXING; TEMPERATURE;

EID: 85032950202     PISSN: 01691317     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.clay.2017.09.019     Document Type: Article
Times cited : (29)

References (45)
  • 1
    • 85032977550 scopus 로고    scopus 로고
    • Regression Analysis of Compaction Delay on CBR and UCS of Lime Stabilized Yellowish Brown Lateritic Soil
    • Adefemi, B.A., Wole, A.C., Regression Analysis of Compaction Delay on CBR and UCS of Lime Stabilized Yellowish Brown Lateritic Soil. 2013.
    • (2013)
    • Adefemi, B.A.1    Wole, A.C.2
  • 2
    • 77957020450 scopus 로고    scopus 로고
    • Behaviour and mineralogy changes in lime-treated expansive soil at 20°C
    • Al-Mukhtar, M., Lasledj, A., Alcover, J.-F., Behaviour and mineralogy changes in lime-treated expansive soil at 20°C. Appl. Clay Sci. 50:2 (2010), 191–198.
    • (2010) Appl. Clay Sci. , vol.50 , Issue.2 , pp. 191-198
    • Al-Mukhtar, M.1    Lasledj, A.2    Alcover, J.-F.3
  • 3
    • 77957017188 scopus 로고    scopus 로고
    • Behaviour and mineralogy changes in lime-treated expansive soil at 50°C
    • Al-Mukhtar, M., Lasledj, A., Alcover, J.-F., Behaviour and mineralogy changes in lime-treated expansive soil at 50°C. Appl. Clay Sci. 50:2 (2010), 199–203.
    • (2010) Appl. Clay Sci. , vol.50 , Issue.2 , pp. 199-203
    • Al-Mukhtar, M.1    Lasledj, A.2    Alcover, J.-F.3
  • 4
    • 84860822455 scopus 로고    scopus 로고
    • Microstructure and geotechnical properties of lime-treated expansive clayey soil
    • Al-Mukhtar, M., Khattab, S., Alcover, J.-F., Microstructure and geotechnical properties of lime-treated expansive clayey soil. Eng. Geol. 139 (2012), 17–27.
    • (2012) Eng. Geol. , vol.139 , pp. 17-27
    • Al-Mukhtar, M.1    Khattab, S.2    Alcover, J.-F.3
  • 5
    • 84902084350 scopus 로고    scopus 로고
    • Lime consumption of different clayey soils
    • Al-Mukhtar, M., Lasledj, A., Alcover, J.F., Lime consumption of different clayey soils. Appl. Clay Sci. 95:0 (2014), 133–145.
    • (2014) Appl. Clay Sci. , vol.95 , pp. 133-145
    • Al-Mukhtar, M.1    Lasledj, A.2    Alcover, J.F.3
  • 6
    • 79251579879 scopus 로고    scopus 로고
    • Expansive soils: recent advances in characterization and treatment
    • Taylor & Francis London
    • Al-Rawas, A.A., Goosen, M.F.A., Expansive soils: recent advances in characterization and treatment. 2006, Taylor & Francis, London.
    • (2006)
    • Al-Rawas, A.A.1    Goosen, M.F.A.2
  • 7
    • 85032996296 scopus 로고    scopus 로고
    • Lime diffusion and implications for lime stabilization practice, Compendium of Papers from the Transportation Research Board 93rd Annual Meeting, Washington DC
    • TRB USA
    • Beetham, P., Dijkstra, T., Dixon, N., Lime diffusion and implications for lime stabilization practice, Compendium of Papers from the Transportation Research Board 93rd Annual Meeting, Washington DC. 2014, TRB, USA.
    • (2014)
    • Beetham, P.1    Dijkstra, T.2    Dixon, N.3
  • 8
    • 84929149086 scopus 로고    scopus 로고
    • Lime stabilisation for earthworks: a UK perspective
    • Beetham, P. et al., Lime stabilisation for earthworks: a UK perspective. Proc. Instit. Civil Eng. Ground Imp. 168:2 (2015), 81–95.
    • (2015) Proc. Instit. Civil Eng. Ground Imp. , vol.168 , Issue.2 , pp. 81-95
    • Beetham, P.1
  • 9
    • 0030184137 scopus 로고    scopus 로고
    • Lime stabilization of clay minerals and soils
    • Bell, F.G., Lime stabilization of clay minerals and soils. Eng. Geol. 42:4 (1996), 223–237.
    • (1996) Eng. Geol. , vol.42 , Issue.4 , pp. 223-237
    • Bell, F.G.1
  • 10
    • 84861000006 scopus 로고    scopus 로고
    • Comparative performance of portland cement and lime stabilization of moderate to high plasticity clay soils
    • USA Skokie (26 pp.)
    • Bhattacharja, S., Bhatty, J.I., Comparative performance of portland cement and lime stabilization of moderate to high plasticity clay soils. RD125, Portland Cement Association, 2003, USA, Skokie (26 pp.).
    • (2003) RD125, Portland Cement Association
    • Bhattacharja, S.1    Bhatty, J.I.2
  • 11
    • 20844449949 scopus 로고    scopus 로고
    • Stabilization of clay soils by Portland cement or lime-A critical review of literature
    • Portland Cement Association Skokie, USA(2066)
    • Bhattacharja, S., Bhatty, J.I., Todres, H.A., Stabilization of clay soils by Portland cement or lime-A critical review of literature. Research and Develoment Serial No. 2066, 2003, Portland Cement Association, Skokie, USA(2066), 60.
    • (2003) Research and Develoment Serial No. 2066 , pp. 60
    • Bhattacharja, S.1    Bhatty, J.I.2    Todres, H.A.3
  • 12
    • 0035436196 scopus 로고    scopus 로고
    • Development of stabilisation and solidification in lime–clay mixes
    • Boardman, D.I., Glendinning, S., Rogers, C.D.F., Development of stabilisation and solidification in lime–clay mixes. Géotechnique 51:6 (2001), 533–543.
    • (2001) Géotechnique , vol.51 , Issue.6 , pp. 533-543
    • Boardman, D.I.1    Glendinning, S.2    Rogers, C.D.F.3
  • 13
    • 77954071497 scopus 로고    scopus 로고
    • Effects of soil pulverization quality on lime stabilization of an expansive clay
    • Bozbey, I., Garaisayev, S., Effects of soil pulverization quality on lime stabilization of an expansive clay. Environ. Earth Sci. 60:6 (2010), 1137–1151.
    • (2010) Environ. Earth Sci. , vol.60 , Issue.6 , pp. 1137-1151
    • Bozbey, I.1    Garaisayev, S.2
  • 15
    • 84894639351 scopus 로고    scopus 로고
    • Kinetics of lime/bentonite pozzolanic reactions at 20 and 50°C: batch tests and modeling
    • De Windt, L., Deneele, D., Maubec, N., Kinetics of lime/bentonite pozzolanic reactions at 20 and 50°C: batch tests and modeling. Cem. Concr. Res. 59 (2014), 34–42.
    • (2014) Cem. Concr. Res. , vol.59 , pp. 34-42
    • De Windt, L.1    Deneele, D.2    Maubec, N.3
  • 16
    • 84906941557 scopus 로고    scopus 로고
    • Time of reactions in a lime treated clayey soil and influence of curing conditions on its microstructure and behaviour
    • Di Sante, M., Fratalocchi, E., Mazzieri, F., Pasqualini, E., Time of reactions in a lime treated clayey soil and influence of curing conditions on its microstructure and behaviour. Appl. Clay Sci. 99:0 (2014), 100–109.
    • (2014) Appl. Clay Sci. , vol.99 , pp. 100-109
    • Di Sante, M.1    Fratalocchi, E.2    Mazzieri, F.3    Pasqualini, E.4
  • 17
    • 84920084824 scopus 로고    scopus 로고
    • Influence of delayed compaction on the compressibility and hydraulic conductivity of soil–lime mixtures
    • Di Sante, M., Fratalocchi, E., Mazzieri, F., Brianzoni, V., Influence of delayed compaction on the compressibility and hydraulic conductivity of soil–lime mixtures. Eng. Geol. 185 (2015), 131–138.
    • (2015) Eng. Geol. , vol.185 , pp. 131-138
    • Di Sante, M.1    Fratalocchi, E.2    Mazzieri, F.3    Brianzoni, V.4
  • 18
    • 0001869656 scopus 로고
    • Mechanisms of soil-lime stabilization
    • Diamond, S., Kinter, E.B., Mechanisms of soil-lime stabilization. Highw. Res. Rec. 92 (1965), 83–102.
    • (1965) Highw. Res. Rec. , vol.92 , pp. 83-102
    • Diamond, S.1    Kinter, E.B.2
  • 19
    • 0037783061 scopus 로고
    • Adsorption of calcium hydroxide by montmorillonite and kaolinite
    • Diamond, S., Kinter, E.B., Adsorption of calcium hydroxide by montmorillonite and kaolinite. J. Colloid Interface Sci. 22:3 (1966), 240–249.
    • (1966) J. Colloid Interface Sci. , vol.22 , Issue.3 , pp. 240-249
    • Diamond, S.1    Kinter, E.B.2
  • 20
    • 12444335802 scopus 로고    scopus 로고
    • Subsidence damage to domestic buildings: lessons learned and questions remaining
    • (CRC)
    • Driscoll, R.M.C., Crilly, M., Subsidence damage to domestic buildings: lessons learned and questions remaining. 2000 (CRC).
    • (2000)
    • Driscoll, R.M.C.1    Crilly, M.2
  • 21
    • 84867441271 scopus 로고    scopus 로고
    • Effects of lime content and amelioration period in double lime application on the strength of lime treated expansive sub-grade soils
    • Gallage, C., Cochrane, M., Ramanujam, J., Effects of lime content and amelioration period in double lime application on the strength of lime treated expansive sub-grade soils. Adv. Transport. Geotech. Ii, 2012, 99–104.
    • (2012) Adv. Transport. Geotech. Ii , pp. 99-104
    • Gallage, C.1    Cochrane, M.2    Ramanujam, J.3
  • 22
    • 84942113209 scopus 로고    scopus 로고
    • Manual of Contract Documents for Highway Works
    • The Stationary Office London, UK
    • Highways-Agency, Manual of Contract Documents for Highway Works. 2009, The Stationary Office, London, UK.
    • (2009)
    • Highways-Agency1
  • 23
    • 0032205106 scopus 로고    scopus 로고
    • The use of lime-treated British clays in pavement construction. Part 1. The effect of mellowing on the modification process
    • Holt, C.C., Freer-Hewish, R.J., The use of lime-treated British clays in pavement construction. Part 1. The effect of mellowing on the modification process. Proc. Instit. Civil Eng. Trans. 129:4 (1998), 228–239.
    • (1998) Proc. Instit. Civil Eng. Trans. , vol.129 , Issue.4 , pp. 228-239
    • Holt, C.C.1    Freer-Hewish, R.J.2
  • 24
    • 0034316242 scopus 로고    scopus 로고
    • The use of lime-treated British clays in pavement construction. Part 2: the effect of mellowing on the stabilization process
    • Holt, C.C., Freer-Hewish, R.J., Ghataora, G.S., The use of lime-treated British clays in pavement construction. Part 2: the effect of mellowing on the stabilization process. Proc. Instit. Civil Eng. Trans. 141:4 (2000), 207–216.
    • (2000) Proc. Instit. Civil Eng. Trans. , vol.141 , Issue.4 , pp. 207-216
    • Holt, C.C.1    Freer-Hewish, R.J.2    Ghataora, G.S.3
  • 25
    • 85032961741 scopus 로고    scopus 로고
    • Changes of pore size and of hydraulic conductivity by adding lime in compacting clay liners, Geotechnical engineering: new horizons
    • IOS Press Rotterdam, Amsterdam
    • Metelková, Z., Bohác, J., Sedlárová, I., Prikryl, R., Changes of pore size and of hydraulic conductivity by adding lime in compacting clay liners, Geotechnical engineering: new horizons. Proceedings of the 21st European Young Geotechnical Engineers Conference, 2011, IOS Press, Rotterdam, Amsterdam, 93–98.
    • (2011) Proceedings of the 21st European Young Geotechnical Engineers Conference , pp. 93-98
    • Metelková, Z.1    Bohác, J.2    Sedlárová, I.3    Prikryl, R.4
  • 26
    • 0012349905 scopus 로고
    • Influence of time between mixing and compaction on properties of a lime-stabilized expansive clay
    • Mitchell, J.K., Hooper, D.R., Influence of time between mixing and compaction on properties of a lime-stabilized expansive clay. High. Res. Board Bull., 304, 1961.
    • (1961) High. Res. Board Bull. , vol.304
    • Mitchell, J.K.1    Hooper, D.R.2
  • 27
    • 77957019343 scopus 로고    scopus 로고
    • Accelerated curing and strength-modulus correlation for lime-stabilized soils
    • Colorado Department of Transportation DTD Applied Research and Innovation Branch
    • Mooney, M.A., Toohey, N.M., Accelerated curing and strength-modulus correlation for lime-stabilized soils. 2010, Colorado Department of Transportation, DTD Applied Research and Innovation Branch.
    • (2010)
    • Mooney, M.A.1    Toohey, N.M.2
  • 28
    • 57249105068 scopus 로고    scopus 로고
    • Compressibility and hydraulic conductivity of a chemically treated expansive clay
    • Nalbantoglu, Z., Tuncer, E.R., Compressibility and hydraulic conductivity of a chemically treated expansive clay. Can. Geotech. J. 38:1 (2001), 154–160.
    • (2001) Can. Geotech. J. , vol.38 , Issue.1 , pp. 154-160
    • Nalbantoglu, Z.1    Tuncer, E.R.2
  • 29
    • 78149377584 scopus 로고    scopus 로고
    • Effect of placement water content on the strength of temperature cured lime treated expansive soil
    • Nasrizar, A., Muttharam, M., Illamparuthi, K., Effect of placement water content on the strength of temperature cured lime treated expansive soil. GeoShanghai 2010 (2010), 174–180.
    • (2010) GeoShanghai , vol.2010 , pp. 174-180
    • Nasrizar, A.1    Muttharam, M.2    Illamparuthi, K.3
  • 31
    • 85032981895 scopus 로고    scopus 로고
    • Statistical Evaluation of the Effect of Elapse time on the Strength Properties of Lime-Bagasse Ash Treated Black Cotton Soil
    • ESRSA Publications
    • Ochepo, J., Osinubi, K.J., Sadeeq, J.A., Statistical Evaluation of the Effect of Elapse time on the Strength Properties of Lime-Bagasse Ash Treated Black Cotton Soil. 2013, ESRSA Publications.
    • (2013)
    • Ochepo, J.1    Osinubi, K.J.2    Sadeeq, J.A.3
  • 32
    • 1542463795 scopus 로고    scopus 로고
    • Influence of Compactive Efforts and Compaction Delays on Lime-Treated Soil
    • Osinubi, K.J., Influence of Compactive Efforts and Compaction Delays on Lime-Treated Soil. J. Transp. Eng. 124:2 (1998), 149–155.
    • (1998) J. Transp. Eng. , vol.124 , Issue.2 , pp. 149-155
    • Osinubi, K.J.1
  • 33
    • 85053336808 scopus 로고    scopus 로고
    • Recent trends in the evaluation of cementitious material in radioactive waste disposal
    • Springer
    • Rahman, R.O.A., Ojovan, M.I., Recent trends in the evaluation of cementitious material in radioactive waste disposal. Natural Resources and Control Processes, 2016, Springer, 401–448.
    • (2016) Natural Resources and Control Processes , pp. 401-448
    • Rahman, R.O.A.1    Ojovan, M.I.2
  • 34
    • 15944377437 scopus 로고    scopus 로고
    • Role of curing temperature in progress of lime-soil reactions
    • Rao, S.M., Shivananda, P., Role of curing temperature in progress of lime-soil reactions. Geotech. Geol. Eng. 23:1 (2005), 79–85.
    • (2005) Geotech. Geol. Eng. , vol.23 , Issue.1 , pp. 79-85
    • Rao, S.M.1    Shivananda, P.2
  • 35
    • 0031257405 scopus 로고    scopus 로고
    • Lime modification of clay soils for construction expediency
    • Rogers, C.D.F., Roff, T.E.J., Lime modification of clay soils for construction expediency. Proc. Instit. Civil Eng. Geotech. Eng. 125:4 (1997), 242–249.
    • (1997) Proc. Instit. Civil Eng. Geotech. Eng. , vol.125 , Issue.4 , pp. 242-249
    • Rogers, C.D.F.1    Roff, T.E.J.2
  • 36
    • 84872678700 scopus 로고    scopus 로고
    • Uniformity of density of compacted fibre reinforced clay soil samples prepared by static compaction
    • Valencia Spain
    • Saad, S., Mirzababaei, M., Mohamed, M., Miraftab, M., Uniformity of density of compacted fibre reinforced clay soil samples prepared by static compaction. The 5th Eurpean Geosynthetics Congress, 2012, Valencia, Spain.
    • (2012) The 5th Eurpean Geosynthetics Congress
    • Saad, S.1    Mirzababaei, M.2    Mohamed, M.3    Miraftab, M.4
  • 37
    • 84958576446 scopus 로고    scopus 로고
    • Accelerated Mix Design of Lime Stabilized Materials
    • Saldanha, R.B., Consoli, N.C., Accelerated Mix Design of Lime Stabilized Materials. J. Mater. Civ. Eng., 28(3), 2016, 06015012.
    • (2016) J. Mater. Civ. Eng. , vol.28 , Issue.3
    • Saldanha, R.B.1    Consoli, N.C.2
  • 38
    • 0036887629 scopus 로고    scopus 로고
    • Engineering geological characteristics of expansive soils in China
    • Shi, B., Jiang, H., Liu, Z., Fang, H.Y., Engineering geological characteristics of expansive soils in China. Eng. Geol. 67:1 (2002), 63–71.
    • (2002) Eng. Geol. , vol.67 , Issue.1 , pp. 63-71
    • Shi, B.1    Jiang, H.2    Liu, Z.3    Fang, H.Y.4
  • 39
    • 13844250634 scopus 로고    scopus 로고
    • Plastic limit and compaction characteristics of fine-grained soils
    • Sridharan, A., Nagaraj, H.B., Plastic limit and compaction characteristics of fine-grained soils. Proc. Instit. Civil Eng. Ground Imp. 9:1 (2005), 17–22.
    • (2005) Proc. Instit. Civil Eng. Ground Imp. , vol.9 , Issue.1 , pp. 17-22
    • Sridharan, A.1    Nagaraj, H.B.2
  • 40
    • 0024187408 scopus 로고
    • Effect of lime on highly plastic clay with special emphasis on aging
    • Sweeney, D.A., Wong, D.K.H., Fredlund, D.G., Effect of lime on highly plastic clay with special emphasis on aging. Transp. Res. Rec. 1190 (1988), 13–23.
    • (1988) Transp. Res. Rec. , vol.1190 , pp. 13-23
    • Sweeney, D.A.1    Wong, D.K.H.2    Fredlund, D.G.3
  • 41
    • 84888070166 scopus 로고    scopus 로고
    • Stress-Strain-Strength behavior of lime-stabilized soils during accelerated curing
    • Toohey, N.M., Mooney, M.A., Bearce, R.G., Stress-Strain-Strength behavior of lime-stabilized soils during accelerated curing. J. Mater. Civ. Eng. 25:12 (2013), 1880–1886.
    • (2013) J. Mater. Civ. Eng. , vol.25 , Issue.12 , pp. 1880-1886
    • Toohey, N.M.1    Mooney, M.A.2    Bearce, R.G.3
  • 42
    • 84925287495 scopus 로고    scopus 로고
    • Effects of lime treatment on the microstructure and hydraulic conductivity of Héricourt clay
    • Tran, T.D., Cui, Y.-J., Tang, A.M., Audiguier, M., Cojean, R., Effects of lime treatment on the microstructure and hydraulic conductivity of Héricourt clay. J. Rock Mech. Geotech. Eng. 6:5 (2014), 399–404.
    • (2014) J. Rock Mech. Geotech. Eng. , vol.6 , Issue.5 , pp. 399-404
    • Tran, T.D.1    Cui, Y.-J.2    Tang, A.M.3    Audiguier, M.4    Cojean, R.5
  • 43
    • 85013130867 scopus 로고    scopus 로고
    • Multi-scale analysis and time evolution of pozzolanic activity of lime treated clays
    • Vitale, E., Deneele, D., Paris, M., Russo, G., Multi-scale analysis and time evolution of pozzolanic activity of lime treated clays. Appl. Clay Sci. 141 (2017), 36–45.
    • (2017) Appl. Clay Sci. , vol.141 , pp. 36-45
    • Vitale, E.1    Deneele, D.2    Paris, M.3    Russo, G.4
  • 44
    • 84975010557 scopus 로고
    • Relation between pore size distribution, permeability, and cementitious gel formation in cured clay–lime systems
    • Wild, S., Arabi, M., Rowlands, G.O., Relation between pore size distribution, permeability, and cementitious gel formation in cured clay–lime systems. Mater. Sci. Technol. 3:12 (1987), 1005–1011.
    • (1987) Mater. Sci. Technol. , vol.3 , Issue.12 , pp. 1005-1011
    • Wild, S.1    Arabi, M.2    Rowlands, G.O.3
  • 45
    • 84921290014 scopus 로고    scopus 로고
    • Reexamination of Lime Stabilization Mechanisms of Expansive Clay
    • Zhao, H., Liu, J., Guo, J., Zhao, C., Gong, B.-w., Reexamination of Lime Stabilization Mechanisms of Expansive Clay. J. Mater. Civ. Eng., 27(1), 2015.
    • (2015) J. Mater. Civ. Eng. , vol.27 , Issue.1
    • Zhao, H.1    Liu, J.2    Guo, J.3    Zhao, C.4    Gong, B.-W.5


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.