References
- AASHTO (2010), Standard Method of Test for Unconfined Compressive Strength of Cohesive Soil, ASTM Internationl, Washington, DC., USA.
- Ahmed Abbas Galal Abd Allah (2012), "Surveying and Geotechnical Studies for the Evaluation of Deformation Along Qena-Safaga Road", M.Sc. Dissertation, Minia University, Egypt.
- Al-Mukhtar, M., Khattab, S. and Alcover, J. F. (2012), "Microstructure and geotechnical properties of lime treated expansive clayey soil", Eng. Geology, 139-140, 17-27, https://doi.org/10.1016/j.enggeo.2012.04.004
- Al-Mukhtar, M., Lasledj, A. and Alcover, J. F. (2010), "Behaviour and mineralogy changes in lime-treated expansive soil at 50 C", Appl. Clay Science, 50(2), 191-198, https://doi.org/10.1016/j.clay.2010.07.023
- Bell, F. G. (1996), "Lime stabilization of clay minerals and soils", Eng. geology, 42(4), 223-237. https://doi.org/10.1016/0013-7952(96)00028-2
- Berber, Afaf A. H. M., Hesham A. H. I. and Atef A.Elh. M. (2013), "Improvement of expansive subgrade by lime addition", J. Eng. Sci., Assiut Uni., Faculty of Eng., 41(5), 1778-1795.
- Chen, F. H. (1975), Foundation on Expansive Soils, Elsevier Science, Amsterdam, Netherlands.
- Compendium (1979), State of the Art, "Lime Stabilization, Transportation Research Circular, Transportation Research Bd., Natl. Research Council, Washington. D.C., 45-75.
- Eades, J. L. and Grim, R.E. (1966), "A quick test to determine lime requirements for lime stabilization", Highway Research Record, (139), 61-72.
- Egyptian Code (2001), Egyptian Code of Soil Mechanics, Foundations Carrying out and Designation, Part 2, Laboratory Tests, 6th Edition, 314.
- Emarah, D. A., Seleem, S. A. (2017), "Swelling soils treatment using lime and sea water for roads construction", Alexandria Eng. J, 57(4), 2357-2365. https://doi.org/10.1016/j.aej.2017.08.009.
- Hassan Abdo Mohamed Abdel-Kader (2017), "Engineering properties and mineralogical composition for some Clay deposits at Qena", M.Sc. Dissertation, Al Azhar University, Cairo, Egypt.
- Herrier G., Campos G., Nerincx N., Bonelli S., Puiatti D., Tachker P. and Cornacchioli F. (2018), "Lime treatment of soils: A solution for erosion resistant hydraulic earthen structures", Proceedings of the third international Dam World conference, Foz do lguacu, Brazil, September.
- Hu J., Zhang L., Wei H., Du J. (2018), "Experimental study of the compressive strength of chemically reinforced organic-sandy soil", Geomech. and Eng., 16 (3), 247-255, https://doi.org/10.12989/gae.2018.16.3.247
- Indiana Department of Transportation (2008), "Design procedures for soil modification or stabilization", Department of Transportation, Indiana, U.S.A.
- Ismaiel, H.A. (2013), "Cement kiln dust chemical stabilization of expansive soil exposed at El-Kawther Quarter, Sohag region, Egypt", Intl. J. Geo., 4(10), 1416-1424. https://doi.org/10.4236/ijg.2013.410139
- Ismaiel, H.A. and Badry, M.M. (2013), "Lime chemical stabilization of expansive deposits exposed at El-Kawther Quarter, Sohag Region, Egypt", Geosciences, 3(3), 89-98.
- Ismaiel.A.H.H. (2006), "Treatment and Improvement of the Geotechnical Properties of Different Soft Fine-Grained Soils Using Chemical Stabilization", Ph.D. Dissertation, und Landesbibliothek Sachsen-Anhalt University, Sachsen-Anhalt, Germany.
- Kanawi, M.A. and Kamel, A O. (2013), "Durability of expansive soil treated by chemical additives", Intl. J. Eng. and Innovative Tech., 3(1), 315-319.
- Kaur P., and Singh G. (2012), "Soil improvement with lime", IOSR J. Mech. Civil Eng., 1(1), 51-53. https://doi.org/10.9790/1684-0115153
- Kharade, A. S., Suryavanshi, V. V., Gujar, B. S. and Deshmukh, R. R. (2014), "Waste product 'Bagasse ash'from sugar industry can be used as stabilizing material for expansive soils", Int. J. Res. in Eng. Tech., 3(3), 506-512. https://doi.org/10.15623/ijret.2014.0303094
- Laguros, J. G., Davidson, D. T., Handy, R. L. and Chu, T. Y. (1956), "Evaluation of lime for stabilization of loess", Am. Soc. Testing Mater. Proc., 56(4), 1301-1319.
- Lambe T.W. (1962), "Soil Stabilization in Foundation Engineer, G.A. Leonards Ed., McGraw Hill Book Co., New York City, U.S.A.
- Lu, L. W., Davidson, D. T., Handy, R. L., and Laguros, J. G. (1957), "The calcium-magnesium ratio in soil-lime stabilization", Proceedings of the Thirty-Sixth Annual Meeting of the Highway, Washington D.C., USA, January.
- Malhotra, M., Naval, S. (2013), "Stabilization of expansive soils using low cost materials", Int. J. Eng. Innovative Tech., 2(11), 181-184.
- Modak, P. R., Nangare, P. B., Nagrale, S.D., Nalawade, R.D. and Chavhan, V.S. (2012), "Stabilization of black cotton soil using admixtures", Intl. J. Eng.Innovative Tech. (IJEIT), 1.
- Rajasekaran G. and Narasimha S. (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.
- Tensar International Corporation (1998) "Chemical and mechanical stabilization of subgrades and flexible pavement sections", BR10, Tensar Internatonal Corp., GA, USA.
- Yasuhara H. and Chang I., (2017), "Preface: special issue on 'Innovative and eco-friendly soil treatment technologies'", Geo. Eng., 12(5). i-.
- Yilmaz Y., Eun J. and Goren A. (2018), "Individual and combined effect of Portland cement and chemical agents on unconfined compressive strength for high plasticity clayey soils", Geo. Eng., 16(4), 375-384. https://doi.org/10.12989/GAE.2018.16.4.375
- Younis U., Athar M., Malik S. A., Bokhari T. Z. and Shah M. H. R. (2017), "Biochemical characterization of cotton stalks biochar suggests its role in soil as amendment and decontamination", Adv. Envi. Res., 6(2), 127-137. https://doi.org/10.12989/aer.2017.6.2.127
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