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Effects of contraction joint width, fill condition, faulting and beveling on wheel-slap noise

  • Autores: Tyler Dare, Robert Bernhard, William Thornton
  • Localización: Noise Control Engineering Journal, ISSN 0736-2501, Vol. 59, Nº. 3, 2011, págs. 228-233
  • Idioma: inglés
  • Texto completo no disponible (Saber más ...)
  • Resumen
    • The noise generated when a tire impacts a contraction joint, often called wheel-slap or joint-slap noise, can increase tire-pavement noise in Portland cement concrete roadways by up to 3 dB as well as increase annoyance appreciably. Wheel-slap noise has a much higher peak pressure level than tire-pavement noise measured without joints. Therefore, it is important to understand methods for control and reduction of wheel slap noise. In this paper, wheel-slap noise was measured on joints with widths varying from 5�24 mm. The joints were also tested full, half-full, and empty of silicone sealant, and with step-up and step-down faulting conditions of up to 6 mm. Finally, the wheel-slap noise levels of joints with beveled edges were measured and compared to levels from standard joints to investigate the effects of beveling and spalling of pavements on wheel-slap noise


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