Abstract
Base courses are important layers of road structures and their basic role is to reduce forces produced by service loads. The compaction process as well as climatic conditions influence materials used in base courses. In Poland, laboratory and field experiments were performed with five burnt coal shales as materials for road base courses. The tested shales were originally coarse-grained aggregates susceptible to compaction and frost. The laboratory tests focused on the influence of compaction and frost cycles on shale properties. It was identified that compaction and frost cycles significantly changed shale properties, i.e. grading, sand equivalent, passive capillarity and hydraulic permeability. Crushing of the stone fraction and increase in the silt-and-clay fraction resulted in a tendency to increase passive capillarity as well as reduce the sand equivalent and hydraulic permeability of the tested shales. Long-term field tests were carried out on an experimental road section with a shale base course. After 5 years’ operation of the road, the load capacity of the base course did not decrease. It was proved that burnt coal shales may be used in base courses but changes of their properties should be predicted.
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References
Borchert, C., et al.: Einsatz von Waschbergen im Deichbau. Geotechnik 2, 87–92 (2009)
Khay, M., Nguyen, D., Quibel, A.: Nouvelle technique de repandage et de densification des materiaux granulaires pour couches de chaussees. Bulletin des laboratoires des ponts et chaussees 221, 13–25 (1999)
Kugler, H., Ottner, F., Schwaighofer, B., Strasser, W.: Frost susceptibility of unbound bases. An improved mineralogical assessment. The International Journal of Road Materials and Pavement Design 6(2), 119–134 (2005)
Lecomte, A., Mechling, J.-M.: Compacite des melanges et properties des grains. Bulletin des laboratoires des ponts et chaussees 220, 13–21 (1999)
Ping, W.V., Yang, Z., Ho, R.K.H.: Full-scale laboratory evaluation of moisture effect on resilient moduli of granular pavement subgrade layers. Road Materials and Pavement Design 4(3), 309–330 (2003)
Pisarczyk, S.: The analysis of compaction laboratory tests of soils (in Polish). Maritime Engineering and Geotechnics 6, 400–405 (1996)
Premstaller, M.: Neue kriterien fur die Beurteilung der Frostempfindlichkeit eines nichtbindigen Lockermaterials. Geotechnik 2, 126–128 (1997)
Rafalski, L., Wilczek, J.: Frost-protective layers from weak coarse aggregates in road pavement structures, vol. 57. Road and Bridge Research Institute, Study and Materials, Warsaw (2006) (in Polish)
Skarżyńska, K.M.: The use of unburnt coal shales in road construction (in Polish). Maritime Engineering and Geotechnics 4, 280–286 (1996)
Tong, L., Baus, R.L.: Nonlinear parameters for granular base materials from plate tests. Journal of Geotechnical and Geoenvironmental Engineering, 907–913 (July 2005)
Zeng, Q., Yang, M., Li, J., Luo, F., Liu, J.: An experimental study of alkali soil improvement with coal ash and coal shale. In: 2011 International Conference on Consumer Electronics, Communications and Networks, XianNing, pp. 2915–2918 (2011)
Zhao, M., Xiang, Y.: Natural rubber vulcanizate reinforced by modified coal-shale-based fillers. Journal of Applied Polymer Science 93(3), 1397–1400 (2004)
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Rafalski, L., Wilczek, J. (2013). Polish Experience with Testing of Selected Shales as Material for Road Base Courses. In: Laloui, L., Ferrari, A. (eds) Multiphysical Testing of Soils and Shales. Springer Series in Geomechanics and Geoengineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-32492-5_38
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DOI: https://doi.org/10.1007/978-3-642-32492-5_38
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-32491-8
Online ISBN: 978-3-642-32492-5
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