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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Binding material dosage (%)</td><td class="align_center">5.0</td></tr><tr><td class="align_left">Maximum dry density (g/cm<sup>3</sup>)</td><td class="align_center">2.283</td></tr><tr><td class="align_left">Optimal water content (%)</td><td class="align_center">5.0</td></tr><tr><td class="align_left">Required compaction (%)</td><td class="align_center">98</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Table of physical parameters of semirigid base.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Experimental Study on the Effect of Large Temperature Difference on Compressive Strength and Pore Structure of Semirigid Base 