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Flow structure within a vegetation patch in a gravel-bed river

)0733-94292002128:7(664). Cheng, Z., Constantinescu, S.G., 2015. For field structure of turbulent shallow mixing layers between parallel streams. In: EProceedings of the 36th IAHR World Congress. IAHR, The Hague, The Netherlands. Chu, V.H., Babarutsi, S., 1988. Confinement and bed friction effects in shallow turbulent mixing layers. J. Hydraul. Eng., 114, 1257–1274. Clarke, S.J., 2002. Vegetation growth in rivers: influences upon sediment and nutrient dynamics. Prog. Phys. Geog., 26, 2, 95–106. Ghisalberti, M., Nepf, H., 2002. Mixing layers and

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Radon-based technique for the analysis of atmospheric stability – a case study from Central Poland

References 1. Pasquil, D. (1961). The estimation of the dispersion of windborne material. Met. Mag., 90 , 33–49. 2. Turner, B. (1964). A diffusion model for an urban area. J. Appl. Meteorol ., 3 , 83–91. 3. Williams, A. G., Chambers, S. D., & Griffiths, A. (2013). Bulk mixing and decoupling of the nocturnal stable boundary layer characterized using a ubiquitous natural tracer. Bound.-Layer Meteor ., 149 , 381–402. doi: 10.1007/s10546-013-9849-3. 4. Chambers, S. D., Williams, A. G., Crawford, J., & Griffiths, A. D. (2015). On the use

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Flexibl Pavement Analysis Considering Temperature Profile and Anisotropy Behavior in Hot Mix Asphalt Layer

Abstract

A three Dimensional finite element model (FEM) incorporating the anisotropic properties and temperature profile of hot mix asphalt (HMA) pavement was developed to predict the structural responses of HMA pavement subject to heavy loads typically encountered in the field. In this study, ABAQUS was adopted to model the stress and strain relationships within the pavement structure. The results of the model were verified using data collected from the Korean Highway Corporation Test Road (KHCTR). The results demonstrated that both the base course and surface course layers follow the anisotropic behavior and the incorporation of the temperature profile throughout the pavement has a substantial effect on the pavement response predictions that impact pavement design. The results also showed that the anisotropy level of HMA and base material can be reduced to as low as 80% and 15% as a result of repeated loading, respectively.

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A head loss model for homogeneous slurry transport for medium sized particles

.) Prandl, L., 1925. Bericht uber Untersuchungen zur ausgebildeten Turbulenz. Z. angew. Math. Mech., 5, 1, 136-139. (In German.) Schlichting, H., 1968. Boundary Layer Theory. 6th ed. New York: McGraw-Hill. Talmon, A., 2011. Hydraulic resistance of sand-water mixture flow in vertical pipes. In: Transport and Sedimentation of Solid Particles. T&S, Wroclaw, Poland, pp. 137-147. Talmon, A., 2013. Analytical model for pipe wall friction of pseudo homogeneous sand slurries. Particulate Science & Technology, 31, 3, 264-270. Thomas

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Flexural Performance of Engineered Cementitious Compositelayered Reinforced Concrete Beams

Concrete Mix Proportioning”, 2009. Vol.3. No.2: 110-116, 2014. 11. B. Felekoglu, K. Tosun, B. Baradan, “Effects of fibre type and matrix structure on the mechanical performance of self-compacting micro-concrete composites” Cement Concrete Research, Vol. 39, No. 11:1023-1032, 2009. 12. Buruae of Indian Standards, IS 4031 – part 6, “Methods of physical tests for hydraulic cement”, 1988. 13. Bang Jin Wook, G. Ganesh Prabhu, Yong II Jang, Yun Yong Kim, “Development of Ecoefficient Engineered Cementitious Composites Using Supplementary Cementitious Materials

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Extending the Service Life of Pavements

Commonly Used Methods to Repair Regional Roads). In: XVIIIth Seminar of Ivan Poliaček with international participation “Obnova a rekonštrukcie cestných komunikácií - Rehabilitation and Reconstruction of Road Network“, Proceedings. Kongres STUDIO, Ltd., ISBN 978-80- 89565-12-2, Bratislava, Slovakia 2013, pp. 53 - 57. Bures, P. - Fiedler, J. - Kaspar, J. - Sykora, M. - Hyzl, P. (2017) Performance Properties of Asphalt Mixes for Rich Bottom Layers (RBL), In: International Conference on Building Up Efficient and Sustainable Transport Infrastructure (BESTInfra

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Reuse of Reclaimed Material in Road Construction Layers

Amounts of R-material and Asphalt Foam in Hot Mixes , In: Silnice mosty, 4/2014, Pragoprojekt, a. s., pp. 56-58, ISSN 1804-8684 Road Builders’ Association , Production and Processing of Materials for Road Construction in 2016 TP 210 (2011) Using Recycled Building Demolition Materials in Roads , Ministry of Transport of the Czech Republic, Brno University of Technology, Czech Republic TP 208 (2009) Cold Recycling of Construction Layers of Non-Rigid Pavements , Ministry of Transport of the Czech Republic – OSI TP 170 (2004) Design of Road

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Hydrodynamic modeling of stratified estuary: case study of the Jadro River (Croatia)

References Abbott, M.B., 1979. Computational Hydraulics. Pitman, London. Anderson, D.A., Tannehill, J.C., Pletcher, R.H., 1984. Computational Fluid Mechanics and Heat Transfer. McGraw-Hill, New York. Arita, M., Jirka, G.H., 1987. Two-layer model of saline wedge. I: Entrainment and interfacial friction. Journal of Hydraulic Engineering, 113, 10, 1229-1248. Christodoulou, G.C., 1986. Interfacial mixing in stratified flows. Journal of Hydraulic Research, 24, 77-91. DELTARES, 2011

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Comparative Structural Analysis of Flexible Pavements Using Finite Element Method

: Gauthier-Villard. Burmister, D.M. (1945), “The General Theory of Stresses and Displacements in Layered Soil Systems”, Journal of Applied Physics. Vol. 16, pp. 89-94, 126-127, 296-302. Duncan, J.M., and Chang, C.Y., (1970), "Nonlinear Analysis of Stress and Strain in Soils", ASCE Journal of Soil Mechanics and Foundations Division, 96 (SM5), pp. 1629-1653. Drucker D.C., and Prager, W., (1952), "Soil Mechanics and Plastic Analysis of Limit Design", Quarterly, Applied Mathematics, Vol.10, No.2, pp. 157

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Warm Mix Asphalt For Australian Airports

References Astec 2013 < http://www.astecinc.com/index.php?option=com_content&view=article&id=790:200-double-barrel-green-systems-for-astec&catid=58:latest-news&Itemid=509 >, accessed 6 July 2013. Austroads 2006, Specification Framework for Polymer Modified Binders and Multigrade Bitumens , AP-T41/06, Austroads Project Number TT1133. Austroads 2007, Warm Mix Asphalt (WMA) Review , AP-T91/07, Austroads Project Number TT1220, November. Austroads 2010, Review of Environmental Aspects of Warm Mix Asphalt , AP-T163/10, Austroads Project

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