-
1
-
-
85032977550
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
14
-
-
79958754264
-
Variables controlling stiffness and strength of lime-stabilized soils
-
Consoli, N.C., Lopes, L.D.S. Jr., Prietto, P.D.M., Festugato, L., Cruz, R.C., Variables controlling stiffness and strength of lime-stabilized soils. J. Geotech. Geoenviron. 137:6 (2011), 628–632.
-
(2011)
J. Geotech. Geoenviron.
, vol.137
, Issue.6
, pp. 628-632
-
-
Consoli, N.C.1
Lopes, L.D.S.2
Prietto, P.D.M.3
Festugato, L.4
Cruz, R.C.5
-
15
-
-
84894639351
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
30
-
-
84888310027
-
Quantitative Models for Strength of Lime Treated Expansive Soil
-
Nasrizar, A.A., Ilamparuthi, K., Muttharam, M., Quantitative Models for Strength of Lime Treated Expansive Soil. American Society of Civil Engineers, GeoCongress, 2012, 978–987.
-
(2012)
American Society of Civil Engineers, GeoCongress
, pp. 978-987
-
-
Nasrizar, A.A.1
Ilamparuthi, K.2
Muttharam, M.3
-
31
-
-
85032981895
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
|