Parameter Analysis of Wall Thickness of Cured-in-Place Pipe Linings for Semistructured Rehabilitation of Concrete Drainage Pipe

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Property</td><td class="align_center">Value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Maximum dry density (kg/m<sup>3</sup>)</td><td class="align_center">1732</td></tr><tr><td class="align_left">Modulus of elasticity (MPa)</td><td class="align_center">43.50</td></tr><tr><td class="align_left">Peak angle of internal friction (°)</td><td class="align_center">25.20</td></tr><tr><td class="align_left">Natural water content</td><td class="align_center">20.71</td></tr><tr><td class="align_left">Liquid limit (%)</td><td class="align_center">22.90</td></tr><tr><td class="align_left">Plastic limit (%)</td><td class="align_center">14.70</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Properties of backfill material tested.</div>

Mathematical Problems in Engineering

tab3

Table 3

Table 3: Parameter Analysis of Wall Thickness of Cured-in-Place Pipe Linings for Semistructured Rehabilitation of Concrete Drainage Pipe 