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294 J.C.Pais, P.A.A.Pereira 6. Neto, S.A.D., Farias, M.M., Pais, J.C.,Pereira, P.A.A., “Influence of Crumb Rubber and Digestion Time on the Asphalt Rubber Binders”, Road Materials and Pavement Design, vol 7, nº 2, 2006, p. 131-148. 7. Sousa, J.B.; Craus, J., Monismith, C.L. Summary Report on Permanent Deformation in Asphalt Concrete. Strategic Highway Research Program. National Research Council, Washington, DC, 1994. 8. Sousa, J.B., Pais, J.C., Saim, R., Way, G.B., Stubstad, R,N, “Development of a Mechanistic Overlay Design Method Based on Reflective Cracking Concepts”, Transportation Research Board, 80th Annual Meeting, Washington D.C., January , 2002. 9. Visser, A.T.,Verhaeghe, B. “Bitumen-rubber: Lessons learnt in South Africa”. Proceedings of the Asphalt Rubber 2000 Conference. Vilamoura. Portugal. 2000. 10. Way, G.B. “OGFC meets CRM: Where the rubber meets the rubber: 15 years of durable success”. Proceedings of the Asphalt Rubber 2006 Conference. Palm Springs, USA. 2006.
“Highway and Bridge Engineering 2007”, International Symposium Iasi, Romania, December 7, 2007 Surface application of polymer coating for concrete curing Vít Petránek 1 1 Institute of Technology of Building Materials and Components, Faculty of Civil Engineering, Brno University of Technology, Czech Republic, petranek.v@fce.vutbr.cz Summary One of the most important factors for final surface quality in concreting of large dimension slabs is to secure minimum vaporization of water and limit the undesirable tensile and compressive stresses in concrete structure which can be formed by quick drying of the concrete surface.. Only purpose of ordinary type of treatment for fresh concrete is to secure sufficient amount of water during hydration. These materials have to be removed or left on place to be worn off. New material based on polymer resin has been developed to keep necessary amount of water to secure proper hydration process in concrete. The intended use of the newly developed product is mainly for horizontal concrete slabs, floors. Polymer is applied onto fresh concrete before or during final surface treatment. Main aim of the research described in the proposed paper is to evaluate effect of polymer on vaporization and with consequences on hydration process. Different amount of dosage of treated and not treated concrete were compared. Paper also describes three different testing methods of evaluation. Main advantage of this product is that this product can be also used as final treatment of concrete with good quality and appearance but also as bonding agent for following polymer layers. KEYWORDS: fresh concrete, polymer coating
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TRANSPORTATION INFRASTRUCTURE SCIEN
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“Highway and Bridge Engineering 2
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“Computational Civil Engineering
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2 R.Andrei, C.Ionescu, N.Tautu, R.S
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10 R.Scinteie, C.Ionescu, C-C Comis
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20 J. Stryk - area f: SPB: statical
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22 J. Stryk Fig. 4 - Radargram exam
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24 J. Stryk 3.2 Detection of excess
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26 J. Stryk 5 SITUATION IN THE CZEC
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30 R.Cholava, M.Matysik, P.Smekal b
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32 R.Cholava, M.Matysik, P.Smekal R
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34 R.Cholava, M.Matysik, P.Smekal 2
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36 R.Cholava, M.Matysik, P.Smekal T
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SUMMARY “Highway and Bridge Engin
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40 C. Amariei, I. Buliga θji = ϕj
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42 C. Amariei, I. Buliga ui − uj
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44 C. Amariei, I. Buliga This way,
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46 C. Amariei, I. Buliga where: Mc
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48 C. Amariei, I. Buliga Taking int
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50 R.Andrei et al. 1. INTRODUCTION
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52 R.Andrei et al. Thus, a review w
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54 R.Andrei et al. ▪ Better colle
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56 R.Andrei et al. Figure 6. Experi
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58 R.Andrei et al. Potential Applic
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60 R.Andrei et al. Fig. 7: Steel fi
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62 R.Andrei et al. more illustrativ
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64 R.Andrei et al. According Option
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66 R.Andrei et al. For option C1, p
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68 R.Andrei et al. 28-day mean comp
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70 R.Andrei et al. ▪ More accurat
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72 C.V. ANGHEL Thus the standard fo
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74 C.V. ANGHEL The problem is balan
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76 F. Lastname, S. Author, T. Autho
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86 Dorel Bolduş, Radu Băncilă, E
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96 C.C. Comisu Task 2 concerns the
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98 C.C. Comisu carbonation, freeze-
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100 C.C. Comisu The use of permanen
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102 C.C.Comisu structure (mass, dam
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104 C.C.Comisu 6. There is no possi
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106 C.C.Comisu has been found to ex
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110 M.Dicu, C.Racanel, A.Burlacu, C
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120 I.F. Drăgan, F.Crăciun, D.Dr
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128 Emil Doupal WIM systems are fin
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130 Emil Doupal Figure 1. Standard
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132 Emil Doupal 2.2.1. Processor Bo
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134 Emil Doupal by the station manu
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136 Emil Doupal categories and to c
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138 Emil Doupal 3. CONCLUSIONS Figu
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142 Elisabete Freitas, Paulo Pereir
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160 R. Gabor, A. Gido, R. Bancila T
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162 R. Gabor, A. Gido, R. Bancila W
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164 R. Gabor, A. Gido, R. Bancila
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172 Ovidiu Gavris The deformation e
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174 Ovidiu Gavris The plate stiffne
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176 Ovidiu Gavris Nr.punct α cf [M
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178 Şt. I. Guţiu, P. Moga, C. Mog
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188 P. Kalvoda, M. Sucha, J. Podsta
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194 I.Mata county), as well as the
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196 I.Mata 3. SOLUTIONS OF CONSOLID
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198 I.Mata Because the bridge is lo
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200 I.Mata 4. CONCLUSIONS The above
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202 Pavla Matulova economically not
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204 Pavla Matulova Cement Table 1.
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206 Pavla Matulova particular formu
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208 Pavla Matulova modified mixture
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210 C. Mircea, M. Filip 1. INTRODUC
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212 C. Mircea, M. Filip 3. OBJECT O
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214 C. Mircea, M. Filip reduction,
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216 C. Mircea, M. Filip the volume
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218 C. Mircea, M. Filip case. It do
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220 C. Mircea, M. Filip Figure 12.
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222 C. Mircea, M. Filip Axial strai
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224 C. Mircea, M. Filip Depending b
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226 C. Mircea, M. Filip Base restra
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228 C. Mircea, M. Filip because con
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232 C. Mircea, M. Filip 2. CHARACTE
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234 C. Mircea, M. Filip Design Non-
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236 C. Mircea, M. Filip Force [kN]
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238 C. Mircea, M. Filip Total force
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240 C. Mircea, M. Filip The same co
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Page 260 and 261: 254 Nicuţă Alina Mihaela, Ionescu
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Page 302 and 303: 296 V. Petránek 1. INTRODUCTION On
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346 I.R.Racanel made in reinforced
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348 I.R.Racanel between the centroi
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350 I.R.Racanel The dynamic equilib
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352 I.R.Racanel * Δt Δt [ M ] [ M
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354 I.R.Racanel with {} {} d + t{}
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356 I.R.Racanel Displacement, Uy [m
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358 I.R.Racanel The maximum peak va
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362 Cl.Romanescu, Cr.Romanescu, R.S
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372 C.Romanescu, C. Romanescu, R.Sc
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386 F. Lastname, S. Author, T. Auth
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396 M. Suciu having the counter def
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398 M. Suciu For each section of th
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400 M. Suciu - 17.60 mm for parabol
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402 M. Suciu better behaviour (2.25
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406 M. Suciu, G. Kollo 3. WORK METH
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408 M. Suciu, G. Kollo - 16.99mm fo
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410 M. Suciu, G. Kollo - out of the
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414 J.Valentin, M.Grochal, T.Prudk
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426 I.-D. Vrancianu 1. INTRODUCTION
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428 I.-D. Vrancianu equivalent laye
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430 I.-D. Vrancianu Figure 6. Thick
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432 I.-D. Vrancianu slab thickness
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436 H.Gh. Zarojanu1, R.Andrei The c
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438 H.Gh. Zarojanu1, R.Andrei Table
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442 Photo 5. A presentation Photo 6
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444 Photo 9. Image from the audienc
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446 Photo 14. Image from the audien
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448
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