Interaction of Physical Parameters and The Strength of Frost Blanket Course in Road Pavement Structure
DOI:
https://doi.org/10.7250/bjrbe.2018-13.426Keywords:
deflection modulus, frost blanket course, road pavement structureAbstract
This paper determines the interaction between the physical indicators of frost blanket course and its deflection modulus, measured by static and dynamic devices. The Pilot Road has been selected to examine the strength properties (deflection module) of frost blanket course. A Pilot Road consisting of 27 road sections, divided into 5 different road structures. A Pilot Road has been selected to examine the strength properties (deflection module) of frost blanket course. In this research was determined the strength of frost blanket course in road pavement structures of Pilot Road by four devices: Falling Weight Deflectometer Dynatest 8000, Light Weight Deflectometers Prima 100 and ZORN ZSG 02 and Static Beam Strassentest. The results showed no reliable correlation between the deflection modulus, measured by different devices, and the physical indicators of the frost blanket course of the road pavement structures in Pilot Road.
References
Bazi, G., Briggs, R., Saboundjian, S., & Ullidtz, P. (2015). Seasonal Effects on a Low-Volume Road Flexible Pavement. Transportation Research Record: Journal of the Transportation Research Board, (2510), 81-89. https://doi.org/10.3141/2510-10
Bertulienė, L. (2012). Assessment, Research and Use of Methods for Determining the Strength of Base Courses of Road Pavement Structure. Baltic Journal of Road & Bridge Engineering, 7(3): 228–236. https://doi.org/10.3846/bjrbe.2012.30
Bheemasetti, T. V., Pedarla, A., Puppala, A. J., & Acharya, R. (2015). Design of Sustainable High-Volume Pavements Using Controlled Low-Strength Material from Native Soil. Transportation Research Record: Journal of the Transportation Research Board, (2509), 10-17. https://doi.org/10.3141/2509-02
Bilodeau, J. P., & Doré, G. (2014). Direct estimation of vertical strain at the top of the subgrade soil from interpretation of falling weight deflectometer deflection basins. Canadian Journal of Civil Engineering, 41(5), 403-408. https://doi.org/10.1139/cjce-2013-0128
Čygas, D., Laurinavičius, A., Paliukaitė, M., Motiejūnas, A., Žiliūtė, L., & Vaitkus, A. (2015). Monitoring the mechanical and structural behavior of the pavement structure using electronic sensors. Computer‐Aided Civil and Infrastructure Engineering, 30(4), 317-328. https://doi.org/10.1111/mice.12104
ĮT SBR 07 Rules for the Installation of Non-Binder Layers of Road Pavement Structure for Road Pavement Construction (in Lithuanian)
Kavussi, A., Rafiei, K., & Yasrobi, S. (2010). Evaluation of PFWD as potential quality control tool of pavement layers. Journal of Civil Engineering and Management, 16(1), 123-129. https://doi.org/10.3846/jcem.2010.11
KPT SDK 07 Rules for the Design of Standardized Road Pavement Structures of Motor Roads (in Lithuanian)
Mateos, A., & Soares, J. B. (2014). Characterization of the stiffness of unbound materials for Pavement design: Do we follow the right approach?. Journal of Transportation Engineering, 140(4), 04014001. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000645
Podvezko, V., & Sivilevičius, H. (2013). The use of AHP and rank correlation methods for determining the significance of the interaction between the elements of a transport system having a strong influence on traffic safety. Transport, 28(4), 389-403. https://doi.org/10.3846/16484142.2013.866980
Rajaei, P., & Baladi, G. Y. (2015). Frost Depth: General Prediction Model. Transportation Research Record: Journal of the Transportation Research Board, (2510), 74-80. https://doi.org/10.3141/2510-09
Sulewska, M. J. (2004). The application of the modern method of embankment compaction control. Journal of civil engineering and management, 10(suppl 1), 45-50.
Sulewska, M. J. (2012). The Control of Soil Compaction Degree by Means of LFWD. Baltic Journal of Road & Bridge Engineering, 7(1): 36–41. https://doi.org/10.3846/bjrbe.2012.05
Tompai, Z. (2008). Conversion between static and dynamic load bearing capacity moduli and introduction of dynamic target values. Periodica Polytechnica Civil Engineering, 52(2), 97-102. https://doi.org/10.3311/pp.ci.2008-2.06
Vaitkus, A., & Paliukaitė, M. (2013). Evaluation of time loading influence on asphalt pavement rutting. Procedia Engineering, 57, 1205-1212. https://doi.org/10.1016/j.proeng.2013.04.152
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. Baltic Journal of Road & Bridge Engineering, 7(2): 50–54. https://doi.org/10.3846/bjrbe.2012.21
Vennapusa, P. K. R., White, D. J., Siekmeier, J., & Embacher, R. A. (2012). In situ mechanistic characterisations of granular pavement foundation layers. International Journal of Pavement Engineering, 13(1), 52-67. https://doi.org/10.1080/10298436.2011.564281
Downloads
Published
Issue
Section
License
Copyright (c) 2018 Lina Bertulienė, Lina Juknevičiūtė–Žilinskienė, Henrikas Sivilevičius, Alfredas Laurinavičius
This work is licensed under a Creative Commons Attribution 4.0 International License.