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Legibility of Urban Spaces in Kaunas New Town: Research, Strategy, Suggestions

., Tiesdell, S. Public Places – Urban Spaces. Oxford: Architectural Press, 2003. 394 p. 6. Gehl, J. Cities for People (1st Edition). Washington: Island Press; 2010. 288 p. 7. Kaplan, S. Aesthetics, Affect, and Cognition Environmental Preference from an Evolutionary Perspective. Environment and Behavior, 1987, Vol. 19, No. 1, pp. 3–32. 8. Kaplan, R., Kaplan, S., Brown, T. Environmental Preference: A Comparison of Four Domains of Predictors. Environment and Behavior , SAGE Journals, September 1989, Vol

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Making Unaffordable to Affordable: Looking into Affordable Housing Issues and Its Remedies

Punjab, 2016. 12. Consulting, A. Market for Affordable Housing and Finance in Pakistan. 2010. 13. Curristine, T., Z. L., Joumard, I. Improving Public Sector Efficiency: Challenges and Opportunities. OECD Journal on Budgeting, 7(1), 2007. pp. 1‒41. 14. Dowall, D. E., Ellis, P. Urban Land and Housing Markets in the Punjab, Pakistan. Urban Studies, 46(11), 2009. pp. 2277‒2300. 15. Ghaus, A., Pasha, H. A. Magnitude of Housing Shortage in Pakistan. The

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The Stress Relaxation Of Modified Bitumens

References Bahia, H. U., Anderson, D. A. (1995). “The Pressure Aging Vessel (PAV): a Test to Simulate Rheological Changes Due to Field Aging,” Physical Properties of Asphalt Cement Binders , pp. 67-88. Bahia, H. U., Hislop, W. P., Zhai, H., Rangel, A. (1998). “Classification of Asphalt Binders into Simple and Complex Binders,” Journal of the Association of Asphalt Paving Technologists , pp. 67. Brown, S.F., Scholz, T.V. (2000). “Development of Laboratory Protocols for the Ageing of Asphalt Mixtures,” 2 nd Eurasphalt & Eurobitume Congress

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Advances in Civil Engineering, Vol. No.2011 pp 1-13. Juan M. M., Milagros L., Juan A. P., and Javier J. G., (2005), “Ladle Furnace Slag in Construction” Journal of Materials in Civil Engineering, ASCE, Vol. 17 No. 5, PP. 513-518. Hamzah O. M , and Teoh C. Yi (2008), “Effects of Temperature on Resilient Modulus of Dense Asphalt Mixtures Incorporating Steel Slag Subjected to Short Term Oven Aging” World Academy of Science, Engineering and Technology 46, PP. 221-225. Hunt L. and Boyle G. E (2000), “Steel Slag in Hot Mix

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Laboratory Trials Of Cold Recycled Foamed Bitumen Asphalt: Raf Waddington

, Argentina , (1). British Board of Agreement, Guidelines Document for assessment and certification of thin surfacing system for highways, App. A13, BBA, HAPAS SG3. CIRIA, 1999. The reclaimed and recycled construction materials handbook , Cooper, K.E. & Pell, P.S., 1974. The effect of mix variables on the fatigue strength of bituminous materials , County Surveyors Society Guidance Note, 2008. Road Materials Containing Tar., pp.1–10. Jitareekul, P., 2009. An Investigation into Cold In-Place Recycling of Asphalt Pavement . University of

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Correlations Between Aggregate Particle Shape Parameters and Size Based on Images Captured Using a 3-D Laser Scanning Device

Performance of Superpave- Designed Hot Mix Asphalt”. NCHRP Report 539. Das, A. (2006). “A revisit to Aggregate Shape Parameters”. Workshop on Aggregates - Flakiness and Elongation Indices - (WSOA), New Delhi. Garboczi E.J,. Liu, X , and Taylor, M.A (2012). “The 3-D shape of blasted and crushed rocks: From 20 μm to 38mm”. Powder Technology: 229, pp 84-89 Graham D.J, Midgley N.G (2000). “Graphical representation of particle shape using triangular diagrams: an Excel spreadsheet method”. Earth Surface Processes and Landforms: 25(13

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Experimental Analysis of Waterproofing Polymeric Pavements for Concrete Bridge Decks

References BABAEI, K. & HAWKINS, N.M. (1988) “Evaluation of bridge deck proctetive strategies”, ACI Concrete International, Vol. 10, No. 12, pp 56-66. CALVO, L. & MEYERS, M. (1991) “Overlay materials for bridge decks”, ACI Concrete International, Vol. 13, No. 7, pp 48-49. CARTER, P.D. (1997) “A procedure for determining performance of thin polymer overlays on Alberta bridge decks”, ACI Special Pubblication, Vol. 169, pp 107-121. DEPUY, G.W. & DIMMICK, F.E. (2003) “Polymer concrete overlay for the

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Cohesion, Fracture and Bond – Understanding the Data from the Vialit Cohesion Pendulum Test and Other Fracture Tests from an Analysis of Rheological Properties

dependency of the visco-elastic behavior of asphalt materials”, TRB Annual Meeting, Published in the Journal of the Transportation Research Board, No. 2207, Asphalt Materials and Mixtures, Volume 1, Washington DC, 2011, pp. 125-135. Scarsella, M. and Mastrofini, D., “Petroleum Heavy Ends Stability: Evolution of Residues: Macrostructure by Aging”, Energy & Fuels 1999, 13, 739-747. Smith, T.L. “Dependence of the Ultimate Properties of a GR-S Rubber on Strain Rate and Temperature”, Journal of Polymer Science, Volume 32, 1958, pp. 99

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Investigation And Design Of Durable Pavement Structure Rehabililation

, H., Petäjä, S. and Ruotoistenmäki A. (2000) „Pudotuspainolaitemittaus 2000” TPPT Menetelmäkuvaus. Tímár A. (2013) „A klímaváltozás hatása az országos közúthálózat állapotára” A 38. Útügyi Napok előadása, Hajdúszoboszló. („Influence of climate change on the condition of national public road network” Presentation at 38th Road Conference, Hajdúszoboszló). ÚT 2-1.202 [e-UT 06.03.13] (2005) „Aszfaltburkolatú útpályaszerkezetek méretezése és meg-erősítése” („Design and strengthening of road pavement structures with asphalt surfacing”). ÚT 2-2.118 [e

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