Calculation of Friction Force for Slurry Pipe Jacking considering Soil-Slurry-Pipe Interaction

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Terzaghi (Japan)</td><td class="align_center">ATVA 161 (Germany)</td><td class="align_center">PJA (UK)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left"><i>B</i></td><td class="align_center"><span style="width: 151.092ptpx;"><svg height="14.7625pt" id="M10" style="vertical-align:-5.47417pt" version="1.1" viewbox="-0.0498162 -9.28833 151.092 14.7625" width="151.092pt" 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="M743 375C743 570 607 650 407 650H136L130 622C214 612 220 606 204 526L125 122C110 43 105 36 24 27L17 0H250C382 0 482 23 571 76C680 141 743 248 743 375ZM644 379C644 188 520 36 305 36C277 36 249 38 229 46C205 55 202 71 212 126L293 553C300 588 306 600 317 606C330 613 356 617 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<div>Summary table of assumed model parameters.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Calculation of Friction Force for Slurry Pipe Jacking considering Soil-Slurry-Pipe Interaction 