HOT MIX ASPHALT FRACTURE MECHANICS: A FUNDAMENTAL CRACK GROWTH LAW FOR ASPHALT MIXTURES

By R. Roque, Bjorn Birgisson, B. Sangpetngam, Z. Zhang. 2002

161 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Evaluation of Moisture Damage in Hot-Mix Asphalt Using Simple Peformance and Superpave Indirect Tension Tests (2008, methodology): “Researchers from the University of Florida used Superpave Indirect Tensile Test (IDT) to evaluate moisture damage and fracture properties of HMA [7–9].”
Laboratory evaluation of fatigue characteristics of recycled asphalt mixture (2008, methodology): “The creep compliance D(t) can be represented using the following power function [7]: DðtÞ 1⁄4 D0 þ D1t ð3Þ”
Laboratory Performance Evaluation of Warm-Mix Asphalt Containing High Percentages of Reclaimed Asphalt Pavement (2012, methodology): “(14), dissipated creep strain energy threshold (DCSEf) can be determined with the stress–strain response obtained from the indirect tensile strength test, as shown in Figure 4, where εf is the failure strain, MR is the resilient modulus, EE is elastic energy, and St is the indirect tensile strength.”
Comparative evaluation of warm mix asphalt containing high percentages of reclaimed asphalt pavement (2013, methodology): “DCSEf value obtained from Superpave IDT tests can be used to evaluate the cracking resistance of asphalt mixtures [27].”