1 |
Grubb, D., Chrysochoou, M., Smith, C. and Malasavage, N. (2010), "Stabilized dredged material. I: Parametric study", J. Geotech. Geoenviron. Eng., 136(8), 1011-1024. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000254.
DOI
|
2 |
Hebib, S. and Farrell, E.R. (2003), "Some experiences on the stabilisation of Irish peats", Can. Geotech. J., 40(1), 107-120. https://doi.org/10.1139/t02-091.
DOI
|
3 |
Hernandez-Martinez, F.G. and Al Tabbaa, A. (2005), "Strength properties of stabilised peat", Proceedings of the International Conference on Deep Mixing-Best Practice and Recent Advances, Swedish Deep Stabilisation Research Centre, Stockholm, Sweden
|
4 |
Jose, B.T. (1989), "A study of the physical and engineering behaviour of Cochin marine clays", Ph.D. Thesis, Cochin University of Science and Technology, Cochin, India.
|
5 |
Kavak, A. and Akyarli, A. (2007), "A field application for lime stabilization", Environ. Geol., 51(6), 987-997. https://doi.org/10.1007/s00254-006-0368-0.
DOI
|
6 |
Kim, A.R., Chang, I., Cho, G.C. and Shim, S.H. (2018), "Strength and dynamic properties of cement-mixed Korean marine clays", KSCE J. Civ. Eng., 22(4), 1150-1161. https://doi.org/10.1007/s12205-017-1686-3.
DOI
|
7 |
Kitazume, M. (2012), "Laboratory testing on stabilized soil for ground reinforcement", Joint Conference Proceedings. 6-8 March 2012. Tokyo: Tokyo Institute of Technology, 2012. Web. 23 Mar. 2012
|
8 |
Massarsch, K. and Topolnicki, M. (2005), "Regional Report: European practice of soil mixing technology.", Proceedings of the International Conference on Deep Mixing-Best Practice and Recent Advances; Deep mixing'05, Stockholm, Sweden.
|
9 |
Ferguson, G. (1993), "Use of self-cementing fly ashes as a soil stabilization agent. Fly Ash for Soil Improvement", ASCE Geotechnical Special Publication No. 36.
|
10 |
Miura, K., Horpibulsuk, S. and Nagaraj, T.S. (2001), "Engineering behavior of cement stabilized clay at high water content", Soils Found. Jap. Geotech. Soc., 41(5), 33-45. https://doi.org/10.3208/sandf.41.5_33.
DOI
|
11 |
Moayed, R.Z., Haratian, M. and Izadi, E. (2011), "Improvement of volume change characteristics of saline clayey soils", J. Appl. Sci., 11(1), 76-85. https://doi.org/10.3923/jas.2011.76.85.
DOI
|
12 |
Mohanty, S.K., Pradhan, P.K. and Mohanty, C.R. (2017). "Stabilization of expansive soil using industrial wastes", Geomech. Eng., 12(1), 111-125. https://doi.org/10.12989/gae.2017.12.1.111.
DOI
|
13 |
Puppala, A.J., Madhyannapu, R.S., Nazarian, S., Yuan, D. and Hoyos, L. (2008), "Deep soil mixing technology for mitigation of pavement roughness", Technical Report, No. FHWA/TX-08/0-5179-1.
|
14 |
Saberian, M., Moradi, M., Vali, R. and Li, J. (2018). "Stabilized marine and desert sands with deep mixing of cement and sodium bentonite", Geomech. Eng., 14(6), 553-562. https://doi.org/10.12989/gae.2018.14.6.553.
DOI
|
15 |
Rahmat, M.N. and Ismail, N. (2018), "Effect of optimum compaction moisture content formulations on the strength and durability of sustainable stabilised materials", Appl. Clay Sci., 157, 257-266. https://doi.org/10.1016/j.clay.2018.02.036.
DOI
|
16 |
Rajasekaran, G., Murali, K. and Srinivasaraghavan, R. (1997), "Fabric and mineralogical studies on lime treated marine clays", Ocean Eng., 24(3), 227-234. https://doi.org/10.1016/S0029-8018(96)00010-8.
DOI
|
17 |
Rogers, C.D.F., Glendinning, S. and Roff, T.E.J. (1997), "Lime modification of clay soils for construction expediency", Proc. Inst. Civ. Eng. Geotech. Eng., 125(4), 242-249. https://doi.org/10.1680/igeng.1997.29660.
DOI
|
18 |
Sariavci, C. (2016), "Stabilizing Meles Delta soils and monitoring the bonding structures using SEM and XRD analyses", Master Thesis, Dokuz Eylul University Graduate School of Natural and Applied Sciences, Izmir, Turkey.
|
19 |
Timoney, M.J., McCabe, B.A. and Bell, A.L. (2012), "Experiences of dry soil mixing in highly organic soils", Proceedings of the ICE - Ground Improvement, February.
|
20 |
Schlue, B.F., Moerz, T. and Kreiter, S. (2010), "Influence of shear rate on undrained vane shear strength of organic harbor mud", J. Geotech. Geoenviron. Eng., 136(10), 1437-1447. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000356.
DOI
|
21 |
Wang, D., Abriak, N.E., Zentar, R. and Chen, W. (2013), "Effect of lime treatment on geotechnical properties of Dunkirk sediments in France", Road Mater. Pavement Des., 14(3), 485-503. https://doi.org/10.1080/14680629.2012.755935.
DOI
|
22 |
Calik, U. and Sadoglu, E. (2014), "Engineering properties of expansive clayey soil stabilized with lime and perlite", Geomech. Eng., 6(4), 403-418. https://doi.org/10.12989/gae.2014.6.4.403.
DOI
|
23 |
Yunus, N.Z.M., Wanatowski, D., Hassan, N.A. and Marto, A. (2016), "Shear strength and compressibility behaviour of limetreated organic clay", KSCE J. Civ. Eng., 20(5), 1721-1727. https://doi.org/10.1007/s12205-015-0438-5.
DOI
|
24 |
Axelsson, K., Johansson, S.E. and Andersson, R. (2002), "Stabilization of organic soils by cement and puzzolanic reactions-Feasibility study", Linkoping, Swedish Deep Stabilization Research Centre c/o Swedish Geotechnical Institute. Linkoping, Report 3, 44.
|
25 |
Bergado, D.T., Anderson, L.R., Miura, N. and Balasubramaniam, A.S. (1996), Soft Ground Improvement in Lowland and Other Environments, ASCE Press, New York, U.S.A.
|
26 |
Boardman, D.I., Glendinning, S. and Rogers, C.D.F. (2001), "Development of stabilisation and solidification in lime-clay mixes", Geotechnique, 50(6), 533-543. https://doi.org/10.1680/geot.2001.51.6.533
|
27 |
Bruce, D.A., Bruce, M.E.C. and DiMillio, A.F. (1999), "Dry mix methods: A brief overview of international practice", Proceedings of the International Conference on Dry Deep Mix Methods for Deep Soil Stabilization, Stockholm, Sweden, October.
|
28 |
Eades, J.L. and Grim, R.E. (1966), "A quick test to determine lime requirements of lime stabilization", Highway Research Record 139, Highway Research Board, National Research Council, Washington, D.C., U.S.A., 61-72.
|
29 |
Cokca, E., Yazici, V. and Ozaydin, V. (2009), "Stabilization of expansive clays using granulated blast furnace slag (GBFS) and GBFS-cement", Geotech. Geol. Eng., 27(4), 489. https://doi.org/10.1007/s10706-008-9250-z.
DOI
|
30 |
Dash, S. and Hussain, M. (2012), "Lime stabilization of soils: Reappraisal", J. Mater. Civ. Eng., 24(6), 707-714. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000431.
DOI
|