2010
DOI: 10.4028/www.scientific.net/amr.168-170.2507
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The Research of Low Temperature Performance of Asphalt Mixture

Abstract: To address Superpave graded and AC graded asphalt mixture, bending test at low temperature and thermal stress restrained sample tests are used respectively to evaluate the low temperature performance of asphalt mixture. Meanwhile, contrast analysis of the two test methods and the low temperature performance of two asphalt mixture are studied, too. The results show that Superpave method can effectively improve low temperature perfomance of asphalt mixture. In the thermal stress restrained sample tests, freezing… Show more

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Cited by 2 publications
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“…Te type of load in the three-point bending test is very complex and is simplifed to the superposition of two load types, i.e., uniform load and trapezoidal load, as shown in Figure 11. When the crack length develops to x, the stress components corresponding to the crack surface position are shown in equation (11), respectively, uniformly distributed and trapezoidal loads, where W is the height of the beam specimen. In equation (11), the reference stress intensity factors corresponding to the two loads are as follows:…”
Section: Crack Lengthmentioning
confidence: 99%
See 2 more Smart Citations
“…Te type of load in the three-point bending test is very complex and is simplifed to the superposition of two load types, i.e., uniform load and trapezoidal load, as shown in Figure 11. When the crack length develops to x, the stress components corresponding to the crack surface position are shown in equation (11), respectively, uniformly distributed and trapezoidal loads, where W is the height of the beam specimen. In equation (11), the reference stress intensity factors corresponding to the two loads are as follows:…”
Section: Crack Lengthmentioning
confidence: 99%
“…When the crack length develops to x, the stress components corresponding to the crack surface position are shown in equation (11), respectively, uniformly distributed and trapezoidal loads, where W is the height of the beam specimen. In equation (11), the reference stress intensity factors corresponding to the two loads are as follows:…”
Section: Crack Lengthmentioning
confidence: 99%
See 1 more Smart Citation