The Use of Logit Model for Designing Mixtures of Soils Stabilized With Hydraulic Binders
DOI:
https://doi.org/10.3846/bjrbe.2014.19Keywords:
soil stabilization, soil reinforcement, hydraulic road binders, soil-binder mixtures, road foundation design, logit modelAbstract
Certain soils encountered in practice are difficult or impossible to use for road building. To improve their mechanical properties, various methods of soil stabilization are applied. A widely used means of soil stabilization is the addition of hydraulic binders. In the methodology of designing of soil-binder mixtures it is important to determine how, based on variable parameters characterizing a sample of soil, to predict the grade of the binder and the quantity in which it is to be added to the soil in order for defined requirements to be met. This work describes an application of statistical logit model in designing soil-binder mixtures intended to be used for road foundations, subject to defined requirements as to their strength and frost resistance.References
Ahmaruzzaman, M. 2010. A Review on the Utilization of Fly Ash, Progress in Energy and Combustion Science 36(3): 327–363. http://dx.doi.org/10.1016/j.pecs.2009.11.003
Arora, S.; Aydilek, A. 2005. Class F Fly-Ash-Amended Soils as Highway Base Materials, Journal of Materials in Civil Engineering 17(6): 640–649. http://dx.doi.org/10.1061/(ASCE)0899-1561(2005)17:6(640)
Bertulienė, L. 2012. Assessment, Research and Use of Methods for Determining the Strength of Base Courses of Road Pavement Structure, The Baltic Journal of Road and Bridge Engineering 7(3): 228–236. http://dx.doi.org/10.3846/bjrbe.2012.31
Chorin, A. J.; Marsden, J. E. 1990. A Mathematical Introduction to Fluid Mechanics. New York: Springer Verlag. 58–73. http://dx.doi.org/10.1007/978-1-4684-0364-0
Edil, T.; Acosta, A.; Benson, C. 2006. Stabilizing Soft Fine-Grained Soils with Fly Ash, Journal of Materials in Civil Engineering 18(2): 283–294. http://dx.doi.org/10.1061/(ASCE)0899-1561(2006)18:2(283)
Everitt, B.; Hothorn, T. 2011. An Introduction to Applied Multivariate Analysis with R. Springer. 288 p. ISBN 9781441996497. http://dx.doi.org/10.1007/978-1-4419-9650-3
Fedorowicz, L.; Kadela, M. 2012. Model Calibration of Line Construction-Subsoil Assisted by Experimental Research, AGH Journal of Mining and Geoengineering 36(1): 155–164. ISSN 1732-6702.
Hatipoglu, B.; Edil, T.; Benson, C. 2008. Evaluation of Base Prepared from Road Surface Gravel Stabilized with Fly Ash, ASCE Geotechnical Special Publication 177: 288–295. http://dx.doi.org/10.1061/40970(309)36
Hiltunen, D. R.; Roque, R. 1994. A Mechanics-Based Prediction Model for Thermal Cracking of Asphaltic Concrete Pavements (with Discussion), Journal of the Association of Asphalt Paving Technologists 63: 81–117.
Hossain, K.; Lachemi, M.; Easa, S. 2007. Stabilized Soils for Construction Applications Incorporating Natural Resources of Papua New Guinea, Resources, Conservation and Recycling 51(4): 711–731. http://dx.doi.org/10.1016/j.resconrec.2006.12.003
Kaniraj, S.; Havanagi, V. 1999. Compressive Strength of Cement Stabilized Fly Ash-Soil Mixtures, Cement Concrete Research 29(5): 673–677. http://dx.doi.org/10.1016/S0008-8846(99)00018-6
Kukko, H. 2000. Stabilization of Clay with Inorganic By-Products, Journal of Materials in Civil Engineering 12(4): 307–309. http://dx.doi.org/10.1061/(ASCE)0899-1561(2000)12:4(307)
Lav, A.; Lav, M.; Goktepe, A. 2006. Analysis and Design of a Stabilized Fly Ash as Pavement Base Material, Fuel 85(16): 2359–2370. http://dx.doi.org/10.1016/j.fuel.2006.05.017
Maindonald, J.; Braun, W. J. 2010. Data Analysis and Graphics Using R: an Example-Based Approach. 3rd edition. Cambridge University Press. ISBN 0521762936.
McCullagh, P.; Nelder, J. A. 1989. Generalized Linear Models. 2nd edition. Chapman & Hall/CRC Monographs on Statistics & Applied Probability. ISBN 0412317605.
Miller, G.; Azad, S. 2000. Influence of Soil Type on Stabilization with Cement Kiln Dust, Construction and Building Materials 14(2): 89–97. http://dx.doi.org/10.1016/S0950-0618(00)00007-6
Raupp-Pereira, F.; Ball, R.; Rocha, J.; Labrincha, J.; Allen, G. 2008. New Waste Based Clinkers: Belite and Lime Formulations, Cement and Concrete Research 38(4): 511–521. http://dx.doi.org/10.1016/j.cemconres.2007.11.008
Sezer, A.; Inan, G.; Yilmaz, H.; Ramyar, K. 2006. Utilization of a Very High Lime Fly Ash for Improvement of Izmir Clay, Building and Environment 41(2): 150–155. http://dx.doi.org/10.1016/j.buildenv.2004.12.009
Shao, L.; Liu, S.; Du, Y.; Jing, F.; Fang, L. 2008. Experimental Study on the Stabilization of Organic Clay with Fly Ash and Cement Mixed Method, in Proc. of GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems. 20–27. http://dx.doi.org/10.1061/40972(311)3
Vaitkus, A.; Vorobjovas, V.; Žiliūtė, L.; Kleizienė, R.; Ratkevičius, T. 2012. Optimal Selection of Soils and Aggregates Mixtures for a Frost Blanket Course of Road Pavement Structure, The Baltic Journal of Road and Bridge Engineering 7(2): 154–159. http://dx.doi.org/10.3846/bjrbe.2012.21
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