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

Figure 5

Effects of different loading rates and constant levels of input strains on relaxation moduli at −5°C. (a) 0.004285. (b) 0.012857. (c) 0.021428. (d) 0.042857. (e) 0.085711.

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