Experimental Study on the Effect of Large Temperature Difference on Compressive Strength and Pore Structure of Semirigid Base

<div>Variation of dynamic modulus of semirigid base material under different temperature intervals. (a) Dynamic modulus stacking diagram at different temperature intervals. (b) Temperature damage impact area.</div>

Advances in Civil Engineering

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Figure 3

Figure 3: Experimental Study on the Effect of Large Temperature Difference on Compressive Strength and Pore Structure of Semirigid Base 