Theoretical Research on Longitudinal Profile Design of Superhighways

<table class="table-group" id="tab10"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Maximum design slope (%)</td><td class="align_center">1.5</td><td class="align_center">2.0</td><td class="align_center">2.5</td><td class="align_center">3.0</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Maximum slope length (m)</td><td class="align_center">10000</td><td class="align_center">6000</td><td class="align_center">4000</td><td class="align_center">3000</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Maximum slope length of high-speed railways.</div>

Journal of Advanced Transportation

tab10

Table 10

Table 10: Theoretical Research on Longitudinal Profile Design of Superhighways 