عمران

نمایش 33–48 از 110 نتیجه

  • Factors influencing the patterns of wrong-way driving crashes on freeway exit ramps and median crossovers: Exploration using ‘Eclat’ association rules to promote safety

    رایگان تعداد فروش : 0
  • Comparisons of mandatory and discretionary lane changing behavior on freeways

    رایگان تعداد فروش : 0
  • Influence of temperature on Jnr values of polymer modified asphalt binders

    رایگان تعداد فروش : 0
  • Investigation of pavement raveling performance using smartphone

    رایگان تعداد فروش : 0
  • Modification and application of axle load conversion formula to determine traffic volume in pavement design

    رایگان تعداد فروش : 0
  • Toward Utilization of ground tire rubber and reclaimed pavement materials with asphalt Binder: Performance evaluation using essential work of fracture

    رایگان تعداد فروش : 0
  • Investigating influence of mineral filler at asphalt mixture and mastic scales

    رایگان تعداد فروش : 0
  • Pavement condition assessment using soft computing techniques

    رایگان تعداد فروش : 0
  • Using damage theory to analyze fatigue of asphalt mixtures on flexural tests

    رایگان تعداد فروش : 0
  • Fracture resistance of asphalt concrete modified with crumb rubber at low temperatures

    رایگان تعداد فروش : 0
  • Effects of crumb rubber content and curing time on the properties of asphalt concrete and stone mastic asphalt using dry process

    رایگان تعداد فروش : 0
  • Stress-dependent behavior of marine clay admixed with fly-ash-blended cement

    رایگان تعداد فروش : 0
  • Application of piezoelectric transducer in energy harvesting in pavement

    رایگان تعداد فروش : 0
  • Using ESEM to analyze the microscopic property of basalt fiber reinforced asphalt concrete

    رایگان تعداد فروش : 0
  • Application of analytic hierarchy process in network level pavement maintenance decision-making

    رایگان تعداد فروش : 0
  • Rheological properties of warm mix asphalt binders and warm mix asphalt binders containing polyphosphoric acid

    رایگان تعداد فروش : 0