Study on Relaxation Damage Properties of High Viscosity Asphalt Sand under Uniaxial Compression

Figure 6

Effects of different loading rates and constant levels of input strain on the relaxation moduli at −15°C. (a) 0.004285. (b) 0.012857. (c) 0.021428. (d) 0.042857. (e) Specimen damages at −15°C.

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