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

<div>Pore distribution characteristics of semirigid base material after different cycles at different temperature intervals. (a) 20°C∼60°C. (b) −5°C∼−30°C. (c) 20°C∼−20°C.</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Experimental Study on the Effect of Large Temperature Difference on Compressive Strength and Pore Structure of Semirigid Base 