The impact of changes in the geological conditions of road bedrock layers while the road was in use
Author:
Affiliation:
1. Faculty of Civil Engineering, Department of Construction , VSB – Technical University of Ostrava , L. Podéště 1875, 708 33 Ostrava- Poruba , Czech Republic
2. SAFETY PRO s.r.o. , Rudná 1117/30a, 703 00 Ostrava , Vítkovice, Czech Republic
Abstract
Publisher
Walter de Gruyter GmbH
Subject
Management of Technology and Innovation,Organizational Behavior and Human Resource Management,Strategy and Management,Building and Construction,Civil and Structural Engineering
Link
https://www.sciendo.com/pdf/10.2478/otmcj-2019-0008
Reference33 articles.
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2. Akinje, I. (2015). Comparison characterization of A-6(10) laterite soil stabilized with powermax cement and hydrated lime separately. International Journal of Engineering and Technology, 5(7), pp. 392–401.
3. Alonso, E. E., Gens, A., & Josa, A. (1990). A constitutive model for partially saturated soils. Geotechnique, 40(3), pp. 405–430.
4. Alonso, E. E., Vaunat, J., & Gens, A. (1999). Modelling the mechanical behavior of expansive clays. Engineering Geology, 54, 173–183.
5. AS 1289.5.1.1. (2017). Methods of testing soils for engineering purposes—Soil compaction and density tests—Determination of the dry density/moisture content relation of a soil using standard compactive effort. Australian Standards, Sydney, Australia.
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