Otwarty dostęp

Engineering Properties of Bentonite Stabilized with Lime and Phosphogypsum


Zacytuj

Abdelmadjid, L. - Muzahim, A. (2008) Effect of hydrated lime on the engineering behaviour and the microstructure of highly expansive clay. Proceedings of the 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), 1- 6 Oct., Goa, India, 3590-3589.Search in Google Scholar

Adam, A. A. M. - Ibrahim, I. A. - Alhardllo A. J. - Hadi, A. M. - Ibrahim, M. Y. (2012) Effect of hydrated lime on behavior of expansive soil as subgrade of flexible pavement structural systems. Sustainable Construction Materials, 64-76.10.1061/9780784412671.0006Search in Google Scholar

Ameta, N. K. - Purohit, D. G. M. - Wayal, A. S. (2007) Economics of stabilizing bentonite soil with lime-phosphogypsum. EJGE, 12(E), 1-8.Search in Google Scholar

Barker, J. E. - Rogers, C. D. F. - Boardman, D. I. (2006) Physiochemical changes in clay caused by ion migration from lime piles. J. Mater. Civ. Eng., 18(2), 182-189.10.1061/(ASCE)0899-1561(2006)18:2(182)Search in Google Scholar

Bell, F. G. (1988) Stabilization and treatment of clay soils with lime, Part 1-Basic principles. Ground Eng., 21(1), 10-15.Search in Google Scholar

Bell, F. G. (1996) Lime stabilization of clay minerals and soils. J. Eng Geol, 42:223-237. 10.1016/0013-7952(96)00028-2Search in Google Scholar

Bhasin, N. K. - Dhawan, P. K. - Mehta, H. S. (1978) Lime requirement in soil stabilization. Bulletin No. 7, Highway Research Board, Washington, D.C., 15-26.Search in Google Scholar

Chen, R. H. (1975) Foundation on expansive soils, Elsevier Scientific Publishing Co., Amsterdam, The Netherlands.Search in Google Scholar

Clare, K. E. - Cruchley, A. E. (1957) Laboratory experiments in the stabilization of clays with hydrated lime. Geotechnique, 7(2), 97-111.10.1680/geot.1957.7.2.97Search in Google Scholar

Consoli, N. C. - Lopes, L. S. Jr. - Prietto, P. D. M. - Festugato, L. - Cruz, R. C. (2011) Variables controlling stiffness and strength of lime stabilized soils. J. Geotech. Geoenviron. Eng., 137(6), 628-632.10.1061/(ASCE)GT.1943-5606.0000470Search in Google Scholar

Dash, S. K. - Hussain, M. (2012) Lime stabilization of soils: Reappraisal. Journal of Materials in Civil Engineering, ASCE, 24, 707-714.10.1061/(ASCE)MT.1943-5533.0000431Search in Google Scholar

Degirmenci, N. - Okucu, A. - Turabi, A. (2007) Application of phosphogypsum in soil stabilization. Building and environment, 2007, 42(9), 3393.10.1016/j.buildenv.2006.08.010Search in Google Scholar

Herrin, M. - Mitchell, H. (1961) Lime-soil mixtures. Bulletin No. 304, Highway Research Board, Washington, D.C., 99-138.Search in Google Scholar

Hilt, G. H. - Davidson, D. T. (1960) Lime fixation on clayey soils. Bulletin No. 262, Highway Research Board, Washington, D.C., 20-32.Search in Google Scholar

IRC: 37 (2001) Guidelines for the design of flexible pavements (Second Revision). The Indian Roads Congress, New Delhi, 1-67.Search in Google Scholar

IS: 1498 (1970) Classification and identification of soil for general engineering purposes. Bureau of Indian Standards, New Delhi.Search in Google Scholar

IS: 2720, Part III (1980) Determination of Specific Gravity. Indian Standard methods of test for soils. Bureau of Indian Standards, New Delhi, 1-8.Search in Google Scholar

IS: 2720, Part V (1985) Determination of liquid and plastic limit. Indian Standard methods of test for soils. Bureau of Indian Standards, New Delhi, 1-16.Search in Google Scholar

IS: 2720, Part VII (1980) Laboratory determination of water content- dry density relation using light compaction. Indian Standard methods of test for soils. Bureau of Indian Standards, New Delhi, 1-9.Search in Google Scholar

IS: 2720, Part X (1991) Determination of unconfined compressive strength. Indian Standard methods of test for soils. Bureau of Indian Standards, New Delhi, 1-4.Search in Google Scholar

IS: 2720, Part XV (1986) Determination of consolidation properties. Indian Standard methods of test for soils. Bureau of Indian Standards, New Delhi, 1-17.Search in Google Scholar

IS: 2720, Part XVI (1987) Laboratory determination of CBR. Indian Standard methods of test for soils. Bureau of Indian Standards, New Delhi, 1-15.Search in Google Scholar

IS: 2720, Part XL (1977) Determination of free swell index of soils. Indian Standard methods of test for soils. Bureau of Indian Standards, New Delhi, 1-5.Search in Google Scholar

Khattab, S. A. A. - Al-Mukhtar, M. - Fleureau, J. M. (2007) Longterm stability characteristics of a lime-treated plastic soil. J. Mater. Civ. Eng., 19(4), 358-366.10.1061/(ASCE)0899-1561(2007)19:4(358)Search in Google Scholar

Kumar, A. - Walia, B. S. - Abjaj, A. (2007) Influence of fly ash, lime, and polyester fibers on compaction and strength properties of expansive soil. J. Mater. Civ. Eng., 19(3), 242-248.10.1061/(ASCE)0899-1561(2007)19:3(242)Search in Google Scholar

Mateos, M. (1964) Soil-lime research at Iowa State University. Journal of Soil Mechanics and Foundation Engineering Division, ASCE, 90(2), 127-153.10.1061/JSFEAQ.0000599Search in Google Scholar

Neeraja, S. (2010) Influence of fly ash on the strength and swelling characteristics of bentonite. B. Tech. Thesis, NIT Rourkela, Available at: http://ethesis.nitrkl.ac.in/2391/1/thesis_neeraj_soni_.pdf.Search in Google Scholar

Prakash, K. - Sridharan, A. - Rao, S. M. (1989) Lime addition and curing effects on the index and compaction characteristics of a montmorillonitic soil. Geotechnical Eng., AIT, 20(1), 39-47.Search in Google Scholar

Rajasekaran, G. - Rao, S. N. (2000) Strength characteristics of lime-treated marine clay. Proceedings of Inst. Civ. Eng. Ground Improv., 4(3), 127-136.10.1680/grim.2000.4.3.127Search in Google Scholar

Rao, R. K. - Rao, R. R. (2004) Study of the Effect of Curing on the Physico-Chemical Behavior of Lime Stabilized Bentonite. Amélioration des sols en place. Dhouib, Magnan et Mestat (ed.), Presses de l’ENPC/LCPC, Paris, 464-468.Search in Google Scholar

Rogers, C. D. F. - Boardman, D. I. - Papadimitriou, G. (2006) Stress path testing of realistically cured lime and lime/cement stabilized clay. J. Mater. Civ. Eng., 18(2), 259-266.10.1061/(ASCE)0899-1561(2006)18:2(259)Search in Google Scholar

Wang, J. W. H. - Mateos, M. - Davidson, D. T. (1963) Comparative effects of hydraulic, calcitic and dolomitic limes and cement in soil stabilization. Highway Research Record, Bulletin No. 59, National Research Council, Washington, D.C., 42-54.Search in Google Scholar

Wild, S. - Kinuthia, J.M. - Robinson, R.B. - Humphreys, I. (1996) Effects of ground granulated blast furnace slag (GGBS) on the strength and swelling properties of lime-stabilized kaolinite in the presence of sulphates. Clay Minerals, 31,423-433.10.1180/claymin.1996.031.3.12Search in Google Scholar

eISSN:
1338-3973
ISSN:
1210-3896
Język:
Angielski
Częstotliwość wydawania:
4 razy w roku
Dziedziny czasopisma:
Engineering, Introductions and Overviews, other