Advances in Computational Design

  • 제5권1호
  • /
  • Pages.1-11
  • /
  • 2020
  • /
  • 2383-8477(pISSN)
  • /
  • 2466-0523(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Lime addition chemical stabilization of expansive soil at Al-Kawamil city, Sohag region, Egypt

  • Farghaly, Ahmed Abdelraheem (Department of Civil and Architectural Constructions, Faculty of Industrial Education, Sohag University) ;
  • El-Shater, A. (Department of Geology, Faculty of Science, Sohag University) ;
  • Naiem, Mostafa Abdou Abdel (Department of Civil Engineering, Faculty of Engineering, Assiut University) ;
  • Hamdy, Fatma (Department of Civil and Architectural Constructions, Faculty of Industrial Education, Sohag University)
  • 투고 : 2018.11.29
  • 심사 : 2019.06.03
  • 발행 : 2020.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

Soil is the fundamental element in the construction process. Soil problems affect the safety of the structures, even so the high quality of the structures and so, bad soil found the structures will affect the lifetime or even destroy the structures built on it. Therefore, the study of soil is an important step in the construction process and the investigation of the most effective characteristics of a special kind of soil (shale soil), i.e. Atterberg limits, swelling pressure, swelling potential and unconfined compression strength, are the most effective soil properties. A big projects will be constructed in new urban extension areas with expansive shale soils, like at Al-Kawamil and new Akhmim shale soils which associated with soil problems, treatment system should be used to ensure the stability of the soil under the structures foundations one of the most effective methods is by adding lime solution to the soil by specific quantities, which affect on the properties of the shale soil by decreasing the swelling and increasing the compressive strength of the treatment soils. Experimenting with the soil added to the lime, it was found that the addition of lime solution 6% improve c j the properties of the soil. The results of the tests showed the high effectiveness of using lime in the treatment of Al-Kawamil soil

키워드

참고문헌

  1. AASHTO (2010), Standard Method of Test for Unconfined Compressive Strength of Cohesive Soil, ASTM Internationl, Washington, DC., USA.
  2. 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.
  3. 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
  4. 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
  5. 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
  6. 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.
  7. Chen, F. H. (1975), Foundation on Expansive Soils, Elsevier Science, Amsterdam, Netherlands.
  8. Compendium (1979), State of the Art, "Lime Stabilization, Transportation Research Circular, Transportation Research Bd., Natl. Research Council, Washington. D.C., 45-75.
  9. Eades, J. L. and Grim, R.E. (1966), "A quick test to determine lime requirements for lime stabilization", Highway Research Record, (139), 61-72.
  10. Egyptian Code (2001), Egyptian Code of Soil Mechanics, Foundations Carrying out and Designation, Part 2, Laboratory Tests, 6th Edition, 314.
  11. 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.
  12. 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.
  13. 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.
  14. 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
  15. Indiana Department of Transportation (2008), "Design procedures for soil modification or stabilization", Department of Transportation, Indiana, U.S.A.
  16. 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
  17. 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.
  18. 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.
  19. 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.
  20. 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
  21. 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
  22. 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.
  23. Lambe T.W. (1962), "Soil Stabilization in Foundation Engineer, G.A. Leonards Ed., McGraw Hill Book Co., New York City, U.S.A.
  24. 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.
  25. Malhotra, M., Naval, S. (2013), "Stabilization of expansive soils using low cost materials", Int. J. Eng. Innovative Tech., 2(11), 181-184.
  26. 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.
  27. 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.
  28. Tensar International Corporation (1998) "Chemical and mechanical stabilization of subgrades and flexible pavement sections", BR10, Tensar Internatonal Corp., GA, USA.
  29. Yasuhara H. and Chang I., (2017), "Preface: special issue on 'Innovative and eco-friendly soil treatment technologies'", Geo. Eng., 12(5). i-.
  30. 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
  31. 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

피인용 문헌

  1. Stabilization of lateritic soil by ladle furnace slag for pavement subbase material vol.26, pp.4, 2020, https://doi.org/10.12989/gae.2021.26.4.323