1 |
Khan, T.A. and Taha, M.R. (2015), "Effect of three bioenzymes on compaction, consistency limits, and strength characteristics of a sedimentary residual soil", Adv. Mater. Sci. Eng., 1-9. http://dx.doi.org/10.1155/2015/798965.
|
2 |
Latifi, N., Marto, A. and Eisazadeh, A. (2015), "Analysis of strength development in non-traditional liquid additivestabilized laterite soil from macro- and micro-structural considerations", Environ. Earth Sci., 73(3), 1133-1141. https://doi.org/10.1007/s12665-014-3468-2.
DOI
|
3 |
Mallela, J., Quintus, H.V., and Smith, K.L. (2004), Consideration Of Lime-Stabilized Layers In Mechanistic-Empirical Pavement Design, National Lime Association.
|
4 |
Marto, A., Latifi, N. and Sohaei, H. (2013), "Stabilisation of laterite soil using GKS soil stabilizer", Elec. J. Geotech. Eng., 18(18), 521-532.
|
5 |
Mitchell, J.K. and Soga, K. (2005), Fundamentals of Soil Behavior, Third edition, Wiley, U.S.A.
|
6 |
Wild, S., Kinuthia, J.M., Jones, G.I. and Higgins, D.D. (1998), "Effects of partial substitution of lime with ground granulated blast furnace slag (GGBS) on the strength properties of lime stabilised sulphate-bearing clay soils", Eng. Geol., 51(1), 37-53. https://doi.org/10.1016/S0013-7952(98)00039-8.
DOI
|
7 |
Palomo, A., Grutzeck, M.W. and Blanco, M.T. (1999), "Alkaliactivated fly ashes-A cement for the future", Cement Concrete Res., 29(8), 1323-1329. https://doi.org/10.1016/S0008-8846(98)00243-9.
DOI
|
8 |
Mohn, D., Cutright, T.J., Senko, J. and Abbas, A. (2016), "Assessment of sulfate concentrations in water used during chemical stabilization and its potential impact on sulfate induced heave", Geotech. Geol. Eng., 34(1), 285-296. https://doi.org/10.1007/s10706-015-9944-y.
DOI
|
9 |
Mozumder, R.A. and Laskar, A.I. (2015), "Prediction of unconfined compressive strength of geopolymer stabilized clayey soil using artificial neural network", Comput. Geotech., 69, 291-300. https://doi.org/10.1016/j.compgeo.2015.05.021.
DOI
|
10 |
Ouf, M.E.S.A.R. (2001), "Stabilisation of clay subgrade soils using ground granulated blastfurnace slag", Ph.D. Dissertation, University of Leeds, Leeds, U.K.
|
11 |
Yi, Y., Gu, L., Liu, S. and Jin, F. (2016), "Magnesia reactivity on activating efficacy for ground granulated blastfurnace slag for soft clay stabilisation", Appl. Clay Sci., 126, 57-62. https://doi.org/10.1016/j.clay.2016.02.033.
DOI
|
12 |
Wild, S., Kinuthia, J.M., Jones, G.I. and Higgins, D.D. (1999), "Suppression of swelling associated with ettringite formation in lime stabilized sulphate bearing clay soils by partial substitution of lime with ground granulated blastfurnace slag", Eng. Geol., 51(4), 257-277. https://doi.org/10.1016/S0013-7952(98)00069-6.
DOI
|
13 |
Worrell, E., Price, L., Martin, N., Hendriks, C. and Meida, L.O. (2001), "Carbon dioxide emissions from the global cement industry", Ann. Rev. Energy Environ., 26(1), 303-329. https://doi.org/10.1146/annurev.energy.26.1.303.
DOI
|
14 |
Wu, X., Jiang, W. and Roy, D.M. (1990), "Early activation and properties of slag cement", Cement Concrete Res., 20(6), 961-974. https://doi.org/10.1016/0008-8846(90)90060-B.
DOI
|
15 |
Yi, Y., Li, C. and Liu, S. (2014), "Alkali-activated groundgranulated blast furnace slag for stabilization of marine soft clay", J. Mater. Civ. Eng., 27(4), 04014146. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001100.
DOI
|
16 |
Yu, B., Du, Y., Jin, F. and Liu, C. (2016), "Multiscale study of sodium sulfate soaking durability of low plastic clay stabilized by reactive magnesia-activated ground granulated blast-furnace slag", J. Mater. Civ. Eng., 28(6), 04016016.
DOI
|
17 |
Zhang, M., Zhao, M., Zhang, G., Nowak, P., Coen, A. and Tao, M. (2015), "Calcium-free geopolymer as a stabilizer for sulfate-rich soils", Appl. Clay Sci., 108, 199-207. https://doi.org/10.1016/j.clay.2015.02.029.
DOI
|
18 |
Butscher, C., Mutschler, T. and Blum, P. (2016), "Swelling of claysulfate rocks: A review of processes and controls", Rock Mech. Rock Eng., 49(4), 1533-1549. https://doi.org/10.1007/s00603-015-0827-6.
DOI
|
19 |
Punthutaecha, K, Puppala, A.J., Vanapalli, S.K. and Inyang, H. (2006), "Volume change behaviors of expansive soils stabilized with recycled ashes and fibers", J. Mater. Civ. Eng., 18(2), 295-306. https://doi.org/10.1061/(ASCE)0899-1561(2006)18:2(295).
DOI
|
20 |
Petry, T.M. and Little, D.N. (2002), "Review of stabilization of clays and expansive soils in pavements and lightly loaded structures-history, practice, and future", J. Mater. Civ. Eng., 14(6), 447-460. https://doi.org/10.1061/(ASCE)0899-1561(2002)14:6(447).
DOI
|
21 |
Puppala, A.J., Griffin, J.A., Hoyos, L.R. and Chomtid, S. (2004), "Studies on sulfate-resistant cement stabilization methods to address sulfate-induced soil heave", J. Geotech. Geoenviron. Eng., 130(4), 391-402. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:4(391).
DOI
|
22 |
Cheshomi, A., Eshaghi, A. and Hassanpour, J. (2017), "Effect of lime and fly ash on swelling percentage and Atterberg limits of sulfate-bearing clay", Appl. Clay Sci., 135, 190-198. https://doi.org/10.1016/j.clay.2016.09.019.
DOI
|
23 |
Puppala, A.J., Intharasombat, N. and Vempati, R.K. (2005), "Experimental studies on ettringite induced heaving in soils", J. Geotech. Geoenviron. Eng., 131(3), 325-337. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:3(325).
DOI
|
24 |
Rafique, U., Nasreen, S., Naveed, R. and Ashraf, M.A. (2016), "Application of bioenzymatic soil stabilization in comparison to macadam in the construction of transport infrastructure", J. Environ. Biol., 37(5), 1209-1215.
|
25 |
Buttress, A.J. (2013), "Physicochemical behaviour of artificial lime stabilised sulfate bearing cohesive soils", Ph.D. Thesis, University of Nottingham, Nottingham, England, U.K.
|
26 |
Carraro, J.A.H., Budagher, E., Badanagki, M. and Kang, J.B., (2013), "Sustainable stabilization of sulfate-bearing soils with expansive soil-rubber technology", Report No. CDOT-2013-2, Colorado Department of Transportation, U.S.A.
|
27 |
Celik, E., and Nalbantoglu, Z. (2013), "Effects of ground granulated blastfurnace slag (GGBS) on the swelling properties of lime-stabilised sulfate-bearing soils", Eng. Geol., 163, 20-25. https://doi.org/10.1016/j.enggeo.2013.05.016.
DOI
|
28 |
Dhakal, S.K. (2012), "Stabilisation of very weak subgrade soil with cementitious stabilisers", Ph.D. Thesis, Louisiana State University, Baton Rouge, Louisiana, U.S.A.
|
29 |
Du, Y., Bo, Y., Jin, F. and Liu, C. (2015), "Durability of reactive magnesia-activated slag-stabilized low plasticity clay subjected to drying-wetting cycle", Eur. J. Environ. Civ. Eng., 20(2), 215-230. https://doi.org/10.1080/19648189.2015.1030088.
DOI
|
30 |
Du, Y., Yu, B., Liu, K., Jiang, N. and Liu, M.D. (2016), "Physical, hydraulic, and mechanical properties of clayey soil stabilized by lightweight alkali-activated slag geopolymer", J. Mater. Civ. Eng., 29(2), 1-10. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001743.
|
31 |
Eujine, G.N., Chandrakaran, S. and Sankar, N. (2016), "The engineering behaviour of enzymatic lime stabilised soils", Proc. Inst. Civ. Eng. Ground Improv., 170(1), 1-11.
DOI
|
32 |
Sargent, P. (2015), The Development of Alkali Activated Mixtures for Soil Stabilisation, in Handbook of Alkali-activated Cements, Mortars and Concretes, AECOM, U.K.
|
33 |
Rashad, A.M. and Sadek, D.M. (2016), "An investigation on Portland cement replaced by high-volume GGBS pastes modified with micro-sized metakaolin subjected to elevated temperatures", Int. J. Sustain. Built Environ., 6(1), 91-101. https://doi.org/10.1016/j.ijsbe.2016.10.002.
DOI
|
34 |
Rauch, A.F., Katz, L.E. and Liljestrand, H.M. (2003), "An analysis of the mechanisms and efficacy of three liquid chemical soil stabilizers", Research Report 1993-1, Center for Transportation Research, University of Texas at Austin, Texas, U.S.A.
|
35 |
Rollings, R.S., Burkes, J.P. and Rollings, M.P. (1999), "Sulfate attack on cement-stabilized sand", J. Geotech. Geoenviron. Eng., 125(5), 364-372. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:5(364).
DOI
|
36 |
Sargent, P., Hughes, P.N., Rouainia, M. and Glendinning, S. (2012), "Soil stabilisation using sustainable industrial byproduct binders and Alkali activation", Proceedings of the GeoCongress 2012: State of the Art and Practice in Geotechnical Engineering, Oakland, California, U.S.A.
|
37 |
Scholen, D.E. (1992), "Nonstandard stabilizers", Report FHWAFLP-92-011, FHWA.
|
38 |
Solanki, P., Khoury, N. and Zaman, M. (2009), "A comparative evaluation of various additives used in the stabilisation of sulfate bearing lean clay", J. ASTM Int., 6(8), 1-18. https://doi.org/10.1520/JAI101826.
|
39 |
Scrivener, K.L. and Kirkpatrick, R.J. (2008), "Innovation in use and research on cementitious material", Cement Concrere Res., 38(2), 128-136. https://doi.org/10.1016/j.cemconres.2007.09.025.
DOI
|
40 |
Seco, A., Miqueleiz, L., Prieto, E., Marcelino, S., Garcia, B. and Urmeneta P. (2017) "Sulfate soils stabilization with magnesiumbased binders", Appl. Clay Sci., 135, 457-464. https://doi.org/10.1016/j.clay.2016.10.033.
DOI
|
41 |
Higgins, D.D. (2007), "GGBS and sustainability", Constr. Mater., 160(3), 99-101.
DOI
|
42 |
Ganapathy, G.P., Gobinath, R., Akinwumi, I.I., Kovendiran, S., Thangaraj, M., Lokesh, N., Muhamed, A.S., Arul, M.R., Yogeswaran, P. and Hema, S. (2016), "Bio-enzymatic stabilization of a soil having poor engineering properties", Int. J. Civ. Eng., 15(3), 401-409. https://doi.org/10.1007/s40999-016-0056-8.
|
43 |
Geiman, C.M. (2005), "Stabilisation of soft clay subgrades in Virginia", Virginia Polytechnic Institute and State University, Blacksburg, Virginia, U.S.A.
|
44 |
Gilazghi, S.T., Huang, J., Rezaeimalek, S. and BinShafique, S. (2016), "Stabilizing sulfate-rich high plasticity clay with moisture activated polymerization", Eng. Geol., 211, 171-178.
DOI
|
45 |
IS: 2720- 40 (1970), "Methods of test for soils: Determination of free swell index of soils", Bureau of Indian Standards, New Delhi, India (Reaffirmed 2002).
|
46 |
IS: 2720 -5 (1985), "Methods of tests for soils: Determination of liquid and plastic limit", Bureau of Indian Standards, New Delhi, India (Reaffirmed 2006).
|
47 |
IS: 2720-41 (1977), "Methods of test for soils: Measurement of swelling pressure of soils", Bureau of Indian Standards, New Delhi, India (Reaffirmed 2002).
|
48 |
Jin, F., Gu, K. and Al-Tabbaa, A. (2015), "Strength and hydration properties of reactive MgO-activated ground granulated blastfurnace slag paste", Cement Concrete Compos., 57, 8-16. https://doi.org/10.1016/j.cemconcomp.2014.10.007.
DOI
|
49 |
Kestler, M.A. (2009), "Stabilisation selection guide for aggregate and native-surfaced low- volume roads", National Technology and Development Program, Forest Service, U.S. Department of Agriculture, Washington, D.C., U.S.A.
|
50 |
Song, S., Sohn, D., Jennings, H.M. and Mason, T.O. (2000), "Hydration of alkali-activated ground granulated blastfurnace slag", J. Mater. Sci., 35(1), 249-257. https://doi.org/10.1023/A:1004742027117.
DOI
|
51 |
Talluri, N. (2013), "Stabilization of high sulfate soils", Ph.D. Dissertation, The University of Texas at Arlington, Texas, U.S.A.
|
52 |
Tasong, W.A., Wild, S. and Tilley, R.J.D. (1999), "Mechanisms by which ground granulated blastfurnace slag prevents sulphate attack of lime-stabilised kaolinite", Cement Concrete Res., 29(7), 975-982. https://doi.org/10.1016/S0008-8846(99)00007-1.
DOI
|
53 |
Terrazyme, (2016), .
|
54 |
Tingle, J.S., Newman, J.K., Larson, S.L., Weiss, C.A. and Rushing, J.F. (2007), "Stabilisation mechanisms of nontraditional additives", J. Transport. Res. Board, Transportation Research Record, No. 1989, 2, 59-67. https://doi.org/10.3141%2F1989-49.
|
55 |
Velasquez, R., Marasteanu, O.M., Hozalski, R. and Clyne T. (2005), "Preliminary laboratory investigation of enzyme solutions as a soil stabilizer", Report No. MN/RC-2005-25, Department of Civil Engineering, Minnesota Department of Transportation Research, Minneapolis, U.S.A.
|
56 |
Wang, S. and Scrivener, K.L. (1995), "Hydration products of alkali activated slag cement", Cement Concrete Res., 25(3), 561-571. https://doi.org/10.1016/0008-8846(95)00045-E.
DOI
|
57 |
Khale, D. and Chaudhary, R. (2007), "Mechanism of geopolymerization and factors influencing its development: A review", J. Mater. Sci., 42(3), 729-746. https://doi.org/10.1007/s10853-006-0401-4.
DOI
|
58 |
Wang, L., Roy, A., Seals, R.K. and Byerley, Z., (2005), "Suppression of sulfate attack on a stabilized soil", J. Amer. Ceramic Soc., 88(6), 1600-1606. https://doi.org/10.1111/j.1551-2916.2005.00304.x.
DOI
|