Influencing Factors and Prediction Model for the Antierosion Performance of Cement-Improved Loess Compacted Using Different Compaction Methods

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Frequency (Hz)</td><td class="align_center" rowspan="2">Nominal amplitude (mm)</td><td class="align_center" colspan="3">Mass (kg)</td></tr><tr class="thead"><td class="align_center">Upper system</td><td class="align_center">Lower system</td><td class="align_center">Working weight</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">35</td><td class="align_center">1.2</td><td class="align_center">120</td><td class="align_center">180</td><td class="align_center">300</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Working parameters of vertical vibration testing equipment (VVTE).</div>

Advances in Materials Science and Engineering

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Table 3

Table 3: Influencing Factors and Prediction Model for the Antierosion Performance of Cement-Improved Loess Compacted Using Different Compaction Methods 

Table 3 | Influencing Factors and Prediction Model for the Antierosion Performance of Cement-Improved Loess Compacted Using Different Compaction Methods 