NON-DESTRUCTIVE DETERMINING CBR VALUES OF GROUND STRUCTURES OF ENGINEERING CONSTRUCTIONS

Decký, M. - Drusa, M. - Pepucha, Ľ. - Zgútová, K.: Earth Structures of Transport Constructions. Pearson Education Limited 2013, Edinburg Gate, Harlow, Essex CM20 2JE. Edited by Martin Decký, p. 180, ISBN 978-1 -78399-925-5. Printed and bound in Great Britain by Ashford Colour Press, Gasport, Hampshire.

Drusa, M, 2012, ‘Improvement in evaluation of neogenous soils by CPT testing. In Proceeding of 12th international multidisciplinary scientific geoconference. 17- 23, June 2012, Albena, Bulgaria. Sofia: STEF92 Technology, 2012, pp. 151-158, ISSN 1314-2704.

Brundtland G H, 1987, Our Common Future, World Commission on Environment and Development, Oxford University Press, ISBN 019282080X, Oxford, UK.

Papán, D.: "Paraseismic loading of bridge structures", 11th International Conference on Computational Structures Technology, CST 2012; Dubrovnik; Croatia; 4 September 2012 through 7 September 2012; ISBN: 978-190508854 -6.

Mužík, J.: Bearing capacity analysis using Meshless Petrov-Galerkin method with Heaviside step test function. In 2nd International Scientific Conference on Structural and Physical Aspects of Civil Engineering. Štrbské Pleso, Slovakia, 27 – 29. 11. 2013, Slovak Republic. ISBN 978-80-553-1488-4.

STN 73 6133 Road Building.Roads embankments and subgrad

Zákon č. 90/1998 Z.z. o stavebných výrobkoch v znení neskorších predpisov.

STN 72 1016 Laboratory determination of the California Bearing Ratio of soils , 1992 (In Slovak).

Clegg B, 1983, Design compactive control for base course construction, Australian Road Research Bulletin, Melbourne, Australia.

Clegg, B, 2011, Impact Soil Tester, viewed 9.2.2011, http://www.clegg.com.au/information_list12.asp

Ziaudidin A. & Kkan et al., 1995, ‘In Field and laboratory assessment of the Clegg hammer – CBR Correlation’, Proceedings of the fourth Saudi Engineering conference, Volume II, pp.339-345.