The Effects of Branch Spacing and Number on the Uplift Bearing Capacity of a New Squeezed Multiple-Branch Pile: A Numerical Simulation Analysis

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left"></td><td class="align_center">Bulk modulus (Pa)</td><td class="align_center">Shear modulus (Pa)</td><td class="align_center">Density (kg·m<sup>−3</sup>)</td><td class="align_center">Cohesion (Pa)</td><td class="align_center">Internal friction angle (°)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Plane soil</td><td class="align_center"><span style="width: 46.5453ptpx;"><svg height="11.786pt" id="M1" style="vertical-align:-0.3499002pt" version="1.1" viewbox="-0.0498162 -11.4361 46.5453 11.786" width="46.5453pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M456 178V225H360V632H320C217 496 115 347 20 206V178H280V106C280 40 276 34 189 27V0H445V27C364 34 360 39 360 106V178H456ZM280 225H82C149 335 214 431 278 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Modelling and Simulation in Engineering

tab1

Table 1

Table 1: The Effects of Branch Spacing and Number on the Uplift Bearing Capacity of a New Squeezed Multiple-Branch Pile: A Numerical Simulation Analysis 

Table 1 | The Effects of Branch Spacing and Number on the Uplift Bearing Capacity of a New Squeezed Multiple-Branch Pile: A Numerical Simulation Analysis 