A Nonlinear Constitutive Model for Disintegrated Carbonaceous Mudstone Based on Logarithmic Functions

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Maximum dry density (g·cm<sup>−3</sup>)</td><td class="align_center">Optimum moisture content (%)</td><td class="align_center">Natural moisture content (%)</td><td class="align_center">Plastic limit (%)</td><td class="align_center">Liquid limit (%)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">1.86</td><td class="align_center">13.82</td><td class="align_center">8.79</td><td class="align_center">22.42</td><td class="align_center">35.21</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Main physical properties of DCM.</div>

Advances in Civil Engineering

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Table 1

Table 1: A Nonlinear Constitutive Model for Disintegrated Carbonaceous Mudstone Based on Logarithmic Functions 