Experimental Investigation on Jacked Pile-Sinking and Capacity-Induced Pore Pressure and Effective Radial Stress at the Pile-Clayey Soil Interface

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Species</td><td class="align_center">Size (mm)</td><td class="align_center">Dynamic frequency response (kHz)</td><td class="align_center">Precision (%)</td><td class="align_center">Operating voltage (V)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Earth pressure</td><td class="align_center">20 × 12</td><td class="align_center">2,000</td><td class="align_center">0.1</td><td class="align_center">0∼5</td></tr><tr><td class="align_left">Pore water pressure</td><td class="align_center">20 × 12</td><td class="align_center">2,000</td><td class="align_center">0.1</td><td class="align_center">0∼5</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Table of parameters for a silicon piezoresistive pressure sensor.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Experimental Investigation on Jacked Pile-Sinking and Capacity-Induced Pore Pressure and Effective Radial Stress at the Pile-Clayey Soil Interface 

Table 2 | Experimental Investigation on Jacked Pile-Sinking and Capacity-Induced Pore Pressure and Effective Radial Stress at the Pile-Clayey Soil Interface 