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The results show that the differences of the fatigue tests results of asphalt mixtures under different test condition are large.
Open image in new window Fig. 16 Mechanical properties of backfill mixtures under different curing time.
Figure 2 shows the cumulative methane yield of SPV, animal manure and their mixtures under different TS conditions.
Then, the normalization model of fatigue characteristics for asphalt mixtures under different stress states was established based on the yield criterion in 3 dimensional stress states.
Fluorinated amorphous carbon films (a-C F) were fa-C Fated from CF4 and CH4 mixtures under different substrate bias voltage, using plasma immersion ion implantation (PIII) apparatus.
The FN of mixtures under different conditions of testing could also be related to parameter 'c' of the new model using a similar power law equation.
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Modified asphalt mixture under different conditions were investigated on the RPE-g-MAH samples.
The fatigue behavior of asphalt mixture under different stress conditions can be objectively evaluated by using the normalized model.
Then, we select the suitable calculation method for the Z-factor based on the measured values for a 23.33 % CO2 (volume fraction)–natural gas mixture under different conditions.
The total tensile strength Rt was compared with the splitting strength RT of the AM-20 Semi-Open-Graded bituminous-stabilized macadam mixture under different conditions.
We present in this study spectroscopic investigations of amorphous carbon nitride thin films (a-CNx) deposited on Si substrate by radio-frequency magnetron sputtering of a graphite target in Ar/N2 gas mixture, under different deposition gas pressure.
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