331
Views
24
CrossRef citations to date
0
Altmetric
Articles

Evaluating the effect of agro-based admixture on lime-treated expansive soil for subgrade material

ORCID Icon & ORCID Icon
Pages 1541-1555 | Received 04 Sep 2018, Accepted 06 Dec 2019, Published online: 20 Dec 2019

References

  • AbdEl-Aziz, M.A. and Abo-Hashema, M.A., 2013. Measured effects on engineering properties of clayey subgrade using lime-Homra stabiliser. International Journal of Pavement Engineering, 14 (4), 321–332.
  • Al-Mukhtar, M., Khattab, S., and Alcover, J.F., 2012. Microstructure and geotechnical properties of lime- treated expansive clayey soil. Engineering Geology, 139–140, 17–27.
  • Amadi, A.A., 2014. Enhancing the durability of quarry fines modified black cotton soil subgrade with cement kiln stabilization. Transportation Geotechnics, 1 (1), 55–61.
  • American Association of State Highway and Transportation Official, 1986. AASHTO: 1986. Guide for Design of pavement structures, Washington, DC.
  • American Association of State Highway and Transportation Official, 1993. AASHTO: 1993. Guide for Design of Pavement Structures, Washington, DC.
  • American Association of State Highway and Transportation Official, 2007. AASHTO T307-99: 2007. Standard Method of Test for Determining the Resilient Modulus of Soils and Aggregate Materials. Washington, DC.
  • American Society for Testing and Materials, 1992. ASTM. Annual Book of ASTM Standards vol. 04.08, Philadelphia.
  • American Society for Testing and Materials, 2012. ASTM C618-12a. Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete, West Conshohocken, PA.
  • Amulya, S., Shankar A.U., and Praveen, M., 2018. Stabilisation of lithomargic clay using alkali activated fly ash and ground granulated blast furnace slag. International Journal of Pavement Engineering. doi:10.1080/10298436.2018.1521520.
  • Anupam, A.K., Kumar, P., and Ransingchung, G.D., 2014. Performance evaluation of structural properties for soil stabilised using rice husk ash. Road Materials and Pavement Design, 15 (3), 539–553.
  • Ashango, A.A. and Patra, N.R., 2014. Static and cyclic properties of clay subgrade stabilised with rice husk ash and Portland slag cement. International Journal of Pavement Engineering, 15 (10), 906–916. doi:10.1080/10298436.2014.893323 doi:https://doi.org/10.1080/10298436.2014.893323.
  • Balogun, L.A., 1991. Effect of sand and salt additives on some geotechnical properties of lime stabilized black cotton soil. The Nigeria Engineer, 26, 15–24.
  • Boardman, D.I., Glendinning, S., and Rogers, C.D., 2001. Development of stabilization and solidification in lime-clay mixes. Geotechnique, 50 (6), 533–543.
  • Brahmachary, T.K. and Rokonuzzaman, M., 2018. Investigation of random inclusion of bamboo fiber on ordinary soil and its effect CBR value. International Journal of Geo-Engineering, 9 (10), 2–11. doi:10.1186/s40703-018-0079-x.
  • British Standard Institution, 1990a. BS 1377:1990. Methods of testing soils for civil engineering purposes, part 2.
  • British Standard Institution, 1990b. BS 1377:1990. Methods of testing soils for civil engineering purposes, part 4.
  • Diamond, S. and Kinter, E.B., 1965. Mechanisms of soil-lime stabilization. Highway Research Record, 92, 82–102.
  • Drumm, E.C., Boateng-Poku, Y., and Pierce, T.J., 1990. Estimation of subgrade resilient modulus from standard tests. Journal of Geotechnical Engineering, 116 (5), 774–789.
  • El-Rawi, N.M. and Awad, A.A., 1981. Permeability of lime stabilized soils. Transportation Engineering Journal, ASCE, 107 (1), 25–35.
  • Etim, R.K., Eberemu, A.O., and Osinubi, K.J., 2017. Stabilization of black cotton soil with lime and iron ore tailings admixture. Transportation Geotechnics, 10, 85–95. doi:10.1016/j.trgeo.2017.01.002.
  • Firoozi, A.A., et al., 2017. Fundamental of soil stabilization. International Journal of Geo-Engineering, 8 (26), 1–16.
  • Fredlund, D.G., Bergan, A.T., and Wong, P.K., 1977. Relation between resilient modulus and stress conditions for cohesive subgrade soils. Transportation Research Record, 642, 73–81.
  • Fredlund, D.G. and Rahardjo, H., 1993. Soil Mechanics for Unsaturated soils. New York, NY: Wiley.
  • Gao, Z., et al., 2009. Experimental study of rammed earth wall with bamboo cane under monotonic horizontal load. Journal of Kunming University of Science and Technology, 34 (2), 1–4.
  • Georgees, R.N., et al., 2018. Resilient response characterization of pavement foundation materials using a polyacrylamide-based stabilizer. Journal of Materials in Civil Engineering, 30 (1), 1–11.
  • Heba, M.A., 2011. Effect of fly ash and silica fume on compressive strength of self-compacting concrete under different curing conditions. Ain Shams Engineering Journal, 2, 79–86.
  • Hegde, A. and Sitharam, T.G., 2015. Use of bamboo in soft-ground engineering and its performance comparison with geosynthetics: experimental studies. Journal of Materials in Civil Engineering, 27 (9). doi:10.1061/(ASCE)MT.1943-5533.0001224.
  • Heidaripanah, A., Nazemi, M., and Soltani, F., 2017. Prediction of resilient modulus of lime-treated subgrade soil using different kernels of support vector machine. International Journal of Geomechanics, 17 (2), 06016020. doi:10.1061/(ASCE)GM.1943-5622.0000723.
  • Ikeagwuani, C.C., 2016. Compressibility characteristics of black cotton soil admixed with sawdust ash and lime. Nigerian Journal of Technology, 35 (4), 718–725.
  • Ikeagwuani, C.C. and Nwonu, D.C., 2019. Emerging trends in expansive soil stabilisation: a review. Journal of Rock Mechanics and Geotechnical Engineering, 11, 423–440.
  • Ikeagwuani, C.C., Obeta, I.N., and Agunwamba, J.C., 2019. Stabilization of black cotton soil subgrade using sawdust ash and lime. Soils and Foundations, 59 (1), 162–175.
  • Ikeagwuani, C.C., et al., 2017. Investigation of shear strength parameters and effect of different compactive effort on lateritic soil stabilized with coconut husk ash and lime. Nigeria Journal of Technology, 36 (4), 1016–1021.
  • Jahandari, S., et al., 2019. Experimental study of the effects of curing time on geotechnical properties of stabilized clay with lime and geogrid. International Journal of Geotechnical Engineering, 13 (2), 172–183. doi:10.1080/19386362.2017.1329259.
  • Jiang, H., Cai, Y., and Liu, J., 2010. Engineering properties of soils reinforced by short discrete polypropylene fiber. Journal of Materials in Civil Engineering, 22 (12), 1315–1322. doi:10.1061/(ASCE)MT.1943-5533.0000129.
  • Joel, M. and Agbede, I.O., 2011. Mechanical-cement stabilization of laterite for use as flexible pavement material. Journal of Materials in Civil Engineering, ASCE, 23,146–152.
  • Kang, X., et al., 2014. Chemically stabilized soft clays for road-base construction. Journal of Materials in Civil Engineering, 1–9. doi:10.1061/(ASCE)MT.1943-5533.0001156.
  • Karade, S.R., 2010. Cement-bonded composites from lignocellulosic wastes. Construction and Building Materials, 24, 1323–1330.
  • Karatai, T.R., et al., 2017. Soil stabilization using rice husk ash and natural lime as an alternative to cutting and filling in road construction. Journal of Construction Engineering and Management, 143 (5), 1–5.
  • Khatib, A., 2009. Bearing capacity of granular soil overlying soft clay reinforced with bamboo-geotextie composite at interface. Thesis (PhD). Department of Geotechnics and Transportation, University of Teknologi Malaysia, Kuala Lumpur, Malaysia.
  • Kleinhans, U., et al., 2018. Ash formation and deposition in coal and biomass fired combustion systems: progress and challenges in the field of ash particle sticking and rebound behaviour. Progress in Energy and Combustion Science, 68, 65–168.
  • Lekha, B.M., Sarang, G., and Shankar, A.R., 2015. Effect of electrolyte lignin and fly ash in stabilizing black cotton soil. Transportation Infrastructure Geotechnology, 2, 87–101.
  • Li, D. and Selig, E.T., 1994. Resilient modulus for fine-grained subgrade soils. Journal of Geotechnical Engineering, 120 (6), 939–957.
  • Long-term Pavement Performance Protocol P46. LTPP, 1996. Resilient modulus of unbound granular base/subbase materials and subgrade soils. FHWA, US Department of Transportation.
  • Mamatha, K.H. and Dinesh, S.V., 2017. Resilient modulus of black cotton soil. International Journal of Pavement Research and Technology, 10, 171–184.
  • Morin, W.J., 1971. Properties of African tropical black clay soils. In: Proceedings of 5th regional conference for Africa on Soil Mechanics and Foundation Engineering, Luanda.
  • Mossazadeh, J. and Witczak, M.W., 1981. Prediction of subgrade moduli for soil that exhibits nonlinear behaviour. Transportation Research Record, 810, 9–17.
  • Mudgal, A., Sarkar, R., and Sahu, A.K., 2014. Effect of lime and stone dust in the geotechnical properties of black cotton soil. International Journal of GEOMATE, 7 (2), 1033–1039.
  • Murthy, V.S., 2002. Principles and practices of soil mechanics and foundation engineering. New York, NY: Marcek Decker.
  • Netravali, A.N. and Pastore, C., 2014. Sustainable composites: fibres, resin and application. Lancaster, PA: DEStecch Publication.
  • Nigeria General Specification, 1997. Nigerian general specification for roads and bridge works. Abuja, Nigeria: Vol. 2, Federal Ministry of Works and Housing.
  • Obiefuna, G.I., Oreagbune, M.O., and David, C., 2010. Geotechnical evaluation of soils in Numan and its environs, northeast Nigeria. Continental Journal of Earth Sciences, 5 (1), 20–31.
  • O’ Flaherty, C.A., 1988. Highway engineering. Vol. 2. London: Edward Arnold.
  • Okagbue, C.O., 2007. Stabilization of clay using woodash. Journal of Materials in Civil Engineering, 19, 14–18.
  • Ola, S.A., 1974. Need for estimating cement requirement for stabilization of lateritic soils. Journal of Transportation Engineering Division, ASCE, 100, 379–388.
  • Ola, S.A., 1977. The potentials of lime stabilization of lateritic soils. Engineering Geology, 11, 305–317.
  • Ola, S.A., 1978. The geology and geotechnical properties of black cotton soils of north eastern Nigeria. Engineering Geology, 12, 375–391.
  • Ola, S.A., 1981. Stabilization of Maiduguri black cotton soils of Nigeria with sand. Bulletin of the International Association of Engineering Geology, 24, 145–150.
  • Osinubi, K.J., 2000. Stabilisation of tropical black clay with cement and pulverised coal bottom ash admixture. In: Advances in Unsaturated Geotechnics Colorado, ASCE, 289–302.
  • Osinubi, K.J., 2006. Influence of compactive efforts on lime-slag treated tropical black clay. Journal of Materials in Civil Engineering, ASCE, 18, 175–181.
  • Osinubi, K.J., Bafyau, V., and Eberemu, A.O., 2009a. Bagasse ash stabilization of lateritic soil. In: E.K. Yanful ed. Appropriate technologies for environmental protection in the developing world. Dordrecht: Springer, 271–280.
  • Osinubi, K.J., Eberemu, A.O., and Akinmade, O.B., 2016. Evaluation of strength characteristics of tropical black clay treated with locust bean waste ash. Geotechnical and Geological Engineering, 34. doi:10.1007/s107015-9972-7.
  • Osinubi, K.J., Ijimdiya, T.S., and Nmadu, I., 2009b. Lime stabilization of black cotton soil using bagasse ash as admixture. Advanced Materials Research, 62–64, 3–10.
  • Osinubi, K.J., Oyelakin, M.A., and Eberemu, A.O., 2011. Improvement of black cotton soil with ordinary Portland cement – locust bean waste ash blend. Electronic Journal of Geotechnical Engineering, 16 (F), 619–627.
  • Osinubi, K.J., Soni, E.J., and Ijimdiya, T.S., 2010. Lime and slag admixture improvement of tropical black clay road foundation. In: Transportation Research Board (TRB) 89th annual meeting [CD-ROM], 10–14 January, Washington, DC.
  • Othman, A., 2012. Performance of embankment on Bamboo-geotextile composite reinforced soft clay. Thesis (MSc). Faculty of Civil Engineering, University of Teknologi Malaysia, Kuala Lumpur, Malaysia.
  • Qian, J., et al., 2014. Laboratory research on resilient modulus of lime-stabilized soil. In: Geo-Shanghai 2014, Ground Improvement and Geosynthetics, Shanghai, China, GSP 238, ASCE, 158–167.
  • Rasul, J.M., Ghataora, G.S., and Burrow, M.P., 2018. The effect of wetting and drying on the performance of stabilized subgrade soils. Transportation Geotechnics, 14, 1–7. doi:10.1016/j.trgeo.2017.09.002.
  • Russell, H.S. and Hossain, M., 2000. Design resilient modulus of subgrade soils from FWD tests. In: Geo-Denver 2000, 5–8 August 2000, Denver, CO, 2000.
  • Saberian, M., et al., 2018. Experimental and phenomenological study of the effects of adding shredded tire chips on geotechnical properties of peat. International Journal of Geotechnical Engineering, 12 (4), 347–356. doi:10.1080/19386362.2016.1227829.
  • Savastano, F.M., et al., 2012. Characterization and properties of blended cement matrices containing activated bamboo leaf wastes. Cement & Concrete Composites, 34, 1019–1023.
  • Shackel, B., 1973. The derivation of complex stress-strain relations. In: Proceedings of the 8th International Conference on Soil Mechanics and Foundation Engineering, Moscow, 353–359.
  • Simon, A.B., Bidlo, G., and Liautaud, G., 1975. On the black cotton soils of North Cameroon. Engineering Geology, 9, 351–357.
  • Sivakumar Babu, G.L. and Vasudevan, A.K., 2008. Strength and stiffness response of coir fibre- reinforced tropical soil. Journal of Materials in Civil Engineering, 20 (9), 571–577. doi:10.1061/(ASCE)0899-1561(2008)20:9(571).
  • Soltani, A., et al., 2019. A sulphonated oil for stabilisation of expansive soils. International Journal of Pavement Engineering, 20 (11), 1285–1298. doi:10.1080/10298436.2017.1408270.
  • Tastan, E.O., et al., 2011. Stabilization of organic soils with fly ash. Journal of Geotechnical & Geoenvironmental Engineering, 137, 819–833.
  • Thompson, M.R. and Robnett, Q.L., 1976. Resilient properties of subgrade soils. FHWA-IL-UI-160 Final report, University of Illinois, Urbana, IL.
  • Tomalang, F.N., et al., 1980. Properties and utilization of Philippine erect bamboo. In: G. Lessard and A. Chouinard, eds. International Seminar on Bamboo Research in Asia, Singapore, May 28–30, International Development Research Center and the International Union of Forestry Research Organization, 266–275.
  • Tripura, D.D. and Sharma, R.P., 2014. Bond behaviour of bamboo splints in cement-stabilised rammed earth blocks. International Journal of Sustainable Engineering, 7 (1), 24–33.
  • Villar-Cocina, E., et al., 2011. Pozzolanic behaviour of bamboo leaf ash: characterization and determination of the kinetic parameters. Cement & Concrete Composites, 33 (1), 68–73.
  • Wang, X. and Li, G., 2011. The prediction model of graded gravel resilient modulus. In: Third International Conference on Transportation Engineering (ICTE) Chengdu, China, ASCE, 1555–1559.
  • Wubshet, M. and Tadesse, S., 2014. Stabilization of expansive soil using bagasse ash & lime. Journal of EEA, 32, 21–26.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.