روسازی‌های آسفالتی ۲۰۱۴
Asphalt Pavements 2014

1. Front Cover

2. Table of contents

3. Welcoming remarks

4. ISAP 2014 committees

5. Sponsors

6. Plenary papers

7. Plenary session on design

8. M-E flexible pavement design: Issues and challenges

9. Plenary session on materials

10. Insights into binder chemistry, microstructure, properties relationships—usage in the real world

11. Plenary session on preservation

12. Why preservation-definitions, treatment types, benefits, and challenges

13. Podium papers

14. Environmental protection and socio-economic impacts

15. Urban heat island effect: Comparing thermal and radiation effects of asphalt and concrete pavements on adjacent buildings using CFD methods

16. Worker exposure to ultrafine particles in asphalt laboratory

17. Method for calculating warm mix energy saving based on stack gas measurements

18. Additives and modifiers for asphalt concrete—I

19. Surface energy measurements and wettability investigation of different minerals and bitumen for cold asphalts

20. Damage in asphalt concrete during the dynamic complex modulus and flow number tests

21. The Universal Simple Aging Test (USAT): Simulating short- and long term hot and warm mix oxidative aging in the laboratory

22. Maintenance and rehabilitation—I

23. Performance study of fog or rejuvenating seals on gap and open graded surfaces for Caltrans

24. Evaluation of early aggregate retention performance of chip seals with Polymer-Modified Emulsions

25. Pavement and Materials Technology Review for municipalities—including a case study

26. Experimental characterization of asphaltic materials—I

27. Field applications of portable infrared spectroscopy to asphalt products

28. Experimental investigation of frost/thaw effects on bituminous mixes under wet conditions

29. Determination of discrete retardation spectra of asphalt binders using Modified Windowing Method

30. Life cycle cost analysis/modeling of compaction in the laboratory and in the field

31. DAsphalt—Innovative asphalt mix for PPP projects with increased lifetime

32. Superpave Gyratory Compactor as a compaction predictor tool for unbound material

33. Including asphalt cooling and rolling regimes in laboratory compaction procedures

34. Perpetual pavements

35. Oxidative aging of long-life asphalt pavements in Hong Kong

36. Mechanistic responses in perpetual pavement

37. Long life surfaces for busy roads

38. Optimising long life low noise porous asphalt

39. Pavement management systems

40. A performance-based Pavement Management System for the road network of Montreal city—a conceptual framework

41. Noise related to pavement preservation surfaces in NJ

42. Significance of non-load related distresses on airfield asphalt pavements: Review of 25 years of pavement management data

43. Analysis of rolling resistance models to analyse vehicle fuel consumption as a function of pavement properties

44. Additives and modifiers for asphalt concrete—II

45. Physicochemical characteristics of RAP binder blends

46. Evaluation of test sections with Polymer Modified Bitumens

47. The low temperature characterization of bio-modified shingles

48. Optical fiber sensors with flexible encapsulation for pavement behavior monitoring

49. Sustainable asphalt technologies—I

50. New surface layers with low rolling resistance tested in Denmark

51. Design alternative comparison system for pavements

52. Development of water-based curing reactive cold asphalt repair material

53. Effect of moisture on asphalt mastic tensile properties at ambient temperature

54. Experimental characterization of asphaltic materials—II

55. Triaxial Cyclic Compression Testing of hot mix asphalt with cyclic confining pressure

56. Impact of field ageing on low-temperature performance of binder and hot mix asphalt

57. Advanced Shear Tester for solid and layered samples

58. Effect of cooling rate on the thermo-volumetric, thermo-viscoelastic, and fracture properties of asphalt mixtures

59. Nondestructive testing of asphalt pavement

60. Study of the cavity problem under the pavement caused by the earthquake in 2011

61. Performance of Permeable Friction Course (PFC) pavements over time

62. Implementation of algorithms for asphalt moduli temperature correction

63. Use of distributed fiber optic sensors to detect damage in a pavement

64. Pavement condition survey/pavement smoothness/quality control/quality assurance

65. Evaluation of fatigue damage in asphalt pavement using FWD dissipated work

66. Estimation of a longitudinal true profile for expressway pavements by a mobile profiling system

67. A study on profile improvement in pavement repair

68. Assess asphalt in-place density with Intelligent Compaction measurements

69. Microstructural characterization and micromechanics of asphaltic materials—I

70. Automatic generation of micromechanical numerical simulation model of asphalt concrete with visco-elastic properties

71. Understanding the microstructure of bitumen: A CLSM and fluorescence approach to model bitumen ageing behavior

72. A constitutive model for simulation of water to ice phase change in asphalt mixtures

73. Comparing image processing techniques for asphalt concrete X-ray CT images

74. Long-term pavement performance prediction—I

75. Effect of saturated ageing on fatigue behavior of asphalt pavements

76. Military pavement subgrade problems

77. Influence of moisture on Resilient Deformation behaviour of Unbound Granular Materials

78. Determination of the preferred intervention point for rehabilitation of dense graded asphalt wearing courses on the sand sub-gragrades of the Swan Coastal Plain in consideration of the triple bottom line (ecological, economic and social impacts)

79. Experimental characterization of asphaltic materials—III

80. Discrete Element Modelling and experimental study on dilation behaviour of asphalt mixtures

81. Fatigue characters of asphalt multilayer surfacing system on steel bridge deck based on the five-point bending tests

82. Determination of binder-aggregate adhesion by contact angle measurement

83. Investigation of asphalt mixture strength statistics at low temperature based on size effect analysis

84. Mineral aggregate in asphalt concrete/mix design methodology/novel methods to aid mix design

85. Effect of fine aggregate form, angularity and texture on the viscoelastic properties of asphalt mortar

86. Research on fractal features of basalt aggregate surface topography

87. Design of cement stabilized full depth reclaimed mixes using Superpave Gyratory Compactor

88. Hot Mix Asphalt for airfield pavements—moving from Marshall mix design to Superpave

89. Implementation of a static strength test for evaluating the rutting resistance of asphalt mixtures and its application for quality controls

90. Warm mix asphalt technologies—I

91. Moisture susceptibility of Warm-Mix Asphalt

92. Evaluation of Warm Mix Asphalt technology for surface mixtures

93. Study on the improved recycled asphalt mixtures by microbubble-foamed asphalt

94. Workability and coatability of foamed Warm-Mix Asphalt

95. Cleaner Warm-Mix Asphalt (CWMA) at macro level: Case study for the United States

96. Innovative pavement analysis and design—I

97. Retrofitted fully permeable shoulders as a stormwater management strategy on highways

98. Laboratory characterization of North Carolina base course aggregates for permanent deformation model development and calibration

99. Towards a sustainable surfacing system for the long-spanned orthotropic steel bridge deck in China Part I: State-of-the-practice

100. Rutting and cracking modeling of asphalt pavements considering nonlinear viscoelasticity and cohesive zone fracture

101. The application of strain limit based design to heavy industrial pavements

102. Pavement response analysis under static and moving wheel loads—I

103. Determination of an equivalent elastic system to a multilayer viscoelastic structure: Application to the case of thick flexible pavement

104. Best sensing location in pavement to compare loading conditions

105. Structural and functional deterioration of porous asphalt pavement under moving wheel load in laboratory

106. Heavy Vehicle Simulator tests at VTI

107. Experimental characterization of asphaltic materials—IV

108. Effect of asphalt binder oxidation on the modulus of asphalt concrete mixtures

109. Evaluation of cracking resistance of Superpave mixtures in Kansas

110. An experimental study on viscoelastic behaviour of bituminous mastics

111. Viscoplastic strain modeling of asphalt binder based on repeated creep recovery test

112. Fatigue performance and stiffness properties of Stone Mastic Asphalts with steel slag and coal ash

113. Additives and modifiers for asphalt concrete—III

114. Comparison between SBS and crumb rubber modified asphalt—laboratory and field study

115. Mechanical influence of mineral fillers on asphalt mixture cracking behaviour

116. Decay law of Cement-Emulsified-Asphalt-Cold-Recycled Mixture (CEACRM) in recycling process

117. Investigating effect of amine based additives on asphalt rubber rheological properties

118. Microstructural characterization and micromechanics of asphaltic materials—II

119. Micro-scale investigation of oxygen diffusion on bitumen surfaces

120. Multiscale modeling of asphaltic media considering heterogeneity, viscoelasticity, and nonlinear fracture damage

121. Structuralization as characteristic to link the mechanical behaviours of asphalt concrete at different length scales

122. Simulation of drying aggregate in asphalt plants

123. Experimental characterization of asphaltic materials—V

124. Evaluation of gradation-based criteria for cracking performance

125. Characterization of nonlinear viscoelastic material properties of asphalt materials in multiple length scales

126. Usage of advanced functions of Dynamic Shear Rheometer for the selection of a suitable binder for asphalt mixtures

127. Possibilities of a hollow cylinder tester for asphalt mixtures

128. Recycling—I

129. Rutting and cracking potential of HMA consisting of RAP

130. Workability of WMA and WMA-RAP mixtures and relationship to field compaction

131. Effect of lime on short-term bearing capacity of bitumen emulsion recycled mixtures

132. Performance evaluation of Cement Grouted Bituminous mixes

133. Modeling of asphaltic materials and pavements

134. Aging and constitutive modeling of asphalt mixtures: Research developments in Brazil

135. Evaluation of the fatigue performance of asphalt mixtures with high RAP content

136. Three dimensional behaviour of bituminous mixtures in the linear viscoelastic and viscoplastic domains: The DBN model

137. Accelerated pavement testing for verification of DARWin-ME models for superpave pavements

138. Power law viscoelastic contact model for Discrete Element Method simulation of asphalt binder

139. Pavement response analysis under static and moving wheel loads—II

140. Inverted pavement versus semi-rigid pavement: Comparison of dynamic response in field test via mobile loading simulator

141. Pavement responses as function of truck tire type

142. Effect of geotextile-reinforced base on fatigue life of Hot-Mix Asphalt pavement

143. Resilient modulus modeling of unsaturated subgrade soils with matric suction control

144. Influence of saturation and repeated loading on mechanical behavior of permeable asphalt pavement

145. Recycling—II

146. Utilization of municipal solid waste Incinerator Bottom Ash Aggregate in asphalt mixture

147. An investigation into the effects of accelerated curing on Cold Recycled Bituminous Mixes

148. Forensic analysis of long term aged Hot Mix Asphalt field cores containing Reclaimed Asphalt Pavement

149. Resistance to permanent deformation of base courses asphalt concretes made with RAP aggregate and steel slag

150. Effect of asphalt binder content and grade on transverse field cracking performance of Minnesota’s Roadways

151. Warm mix asphalt technologies—II

152. Temperature effects on Warm Mix Asphalt performance

153. Evolution of bubble size distribution during foam bitumen formation and decay

154. Evaluating the effects of Sasobit on characterization and workability of asphalt mixes containing reclaimed asphalt binders

155. Towards a better understanding of Warm Mix Asphalt surface-active additives mechanism

156. Study on integrated application and durability of two warm-mix asphalt techniques

157. Experimental characterization of asphaltic materials—VI

158. Characterization of bituminous layers interfaces: From the mechanical behaviour to the modelling

159. Comparison of asphalt fatigue characteristics under different control modes

160. Moisture sensitivity of interlayers between conventional and porous asphalt mixes

161. Fatigue behaviour of an asphalt concrete reinforced with glass fiber grid with 4PB test

162. An investigation into dynamic modulus of Western Australia Hot Mix Asphalt

163. Additives and modifiers for asphalt concrete—IV

164. Composite stress analysis of fibre-reinforced Hot-Mix Asphalt mixtures

165. Evaluation of Recycled Tire Rubber (RTR) modified binders to typical polymer modified binders for performance specifications

166. Investigating the evolution of emulsified binder nanorheology using Atomic Force Microscopy

167. Estimating the tensile strain at the bottom of the HMA layer using TSD deflection slope measurements

168. Microstructural characterization and micromechanics of asphalt materials

169. Modeling the effects of constituent properties on the mechanical behavior of asphalt mixtures

170. Viscoelastic behavior of mastic phase of Asphalt Concrete

171. Uniaxial fatigue testing of diverse asphalt concrete mixtures

172. Quantitative nanomechanical property mapping of bitumen micro-phases by peak-force Atomic Force Microscopy

173. Sustainable asphalt technologies—II

174. Effective reduction of asphalt pavement temperatures

175. Evaluation of SMA containing RAP and RAS

176. The model for induction-healing asphalt concrete

177. Investigation on hardening mechanism and cement hydration of Cement Asphalt Emulsion Composites

178. Long-term pavement performance prediction—II

179. Scottish Inspection Panel

180. The residual life of thin surfaced pavements

181. Comparison of rutting performance between the PURWheel and the NCAT test track

182. Experimental characterization of asphaltic materials—VII

183. Alternative methodologies to evaluate storage stability of rubberised bitumens

184. Investigation of the effect of temperature on asphalt binder fatigue

185. Effective temperature for permanent deformation testing of asphalt mixtures

186. Possibility to utilize new natural rock asphalt for guss asphalt

187. Additives and modifiers for asphalt concrete—V

188. Improvement of asphalt concrete moisture damage resistance using Saline Coupling Agent

189. Estimation of the composition of rubber bitumen pellets using Thermogravimetric Analysis

190. Innovative pavement analysis and design—II

191. Towards modeling rutting for asphalt pavements in hot climates

192. Evaluation of low temperature stability of bitumen and hot mix asphalt pavement

193. Development of field-calibrated master curves for in-place modulus

194. The development of pavement rehabilitation design guidelines for increasing the allowable axle load from 100 kN to 115 kN

195. Maintenance and rehabilitation—II

196. The crack resistance potential of sand asphalts subjected to thermal loading

197. Sustainability metrics of flexible pavement preservation and rehabilitation in Canada

198. Quantifying the pavement preservation value of chip seals

199. Final evaluation of LTPP SPS-3 flexible maintenance performance

200. Recycling—III

201. Rehabilitation of Ardebil-Khalkhal main road in Iran applying cold recycling with foam bitumen and cement

202. Temperature and confinement effects on the stiffness of a Cold Central-Plant Recycled mixture

203. Laboratory performance evaluation of RAP/RAS mixtures designed with virgin and blended binders

204. Effect of rejuvenator on performance properties of HMA mixtures with high RAP contents

205. Experimental characterization of asphaltic materials—VIII

206. Testing asphalt concrete in diametral tension-compression

207. The Reflective Cracking Tester: A third-scale accelerated pavement tester for reflective cracking

208. Contact characterization of asphalt mixture using image process

209. Additives and modifiers for asphalt concrete—VI

210. Reduction of low temperature asphalt binder stiffness using a Renewable Additive

211. Developing test methods for the determination of the performance and safety of bio-sourced Asphalt Release Agents (ARAs)

212. Laboratory evaluation of Sulphur Extended Asphalt Modifier

213. Moisture susceptibility of Nano-sized Hydrated Lime-modified foamed Warm Mix Asphalt mixes

214. Microstructural characterization and micromechanics of asphaltic materials—III

215. Microstructure-property relationships of Sasobit modified Warm Mix Asphalts

216. Micromechanical and microstructure analysis of asphalt concrete under triaxial load condition based on Discrete Element Method

217. Effect of micro-scale morphological parameters on meso-scale response of Asphalt Concrete

218. Combined effects of oxidative aging and moisture inclusion on asphalt binder using Molecular Dynamic simulation

219. Asphalt pavement and environment

220. Use of Life Cycle Assessment for asphalt pavement at the network and project levels

221. Photocatalytic Warm Mix Asphalt laboratory performance testing

222. Clear asphalt concrete for energy saving in road tunnels

223. Optimization of thermoelectric system for pavement energy harvesting

224. Performance-related specifications

225. Investigation of limiting criteria for asphalt mixture low temperature cracking

226. A simplified flexible pavement guide with analytical reliability analysis

227. Integration of Mechanistic-Empirical design and performance based specifications: California experience to date

228. The use of performance specifications to improve pavement design and sustainability in the UK

229. Experimental characterization of asphaltic materials—IX

230. Impact on the use of Reclaimed Asphalt Shingles on mixture and recovered binder properties

231. Mode II fatigue and reflective cracking performance of GlasGrid-reinforced asphalt concrete under repeated loading

232. Evaluating the effects of volumetric properties on the electrical resistivity characteristics of asphalt mixes