Construction of Three-Dimensional Road Surface and Application on Interaction between Vehicle and Road

<table class="fixed-width table-group" id="tab2"><tr><td><table class="table"><colgroup><col style="width:2.45em"/><col style="width:8.82em"/><col style="width:8.72em"/><col style="width:8.79em"/><col style="width:8.86em"/></colgroup><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Grade A pavement</td><td class="align_center">Grade B pavement</td><td class="align_center">Grade C pavement</td><td class="align_center">Grade D pavement</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left"> <svg height="9.01194pt" id="M132" style="vertical-align:-0.2455397pt" version="1.1" viewbox="-0.0498162 -8.7664 12.0131 9.01194" width="12.0131pt" 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="M409 504C401 567 396 607 392 642C354 654 312 665 266 665C137 665 60 583 60 487C60 374 161 325 225 290C300 250 355 215 355 141C355 68 311 21 235 21C131 21 86 122 71 183L41 176C48 128 61 42 68 21C78 16 93 8 118 0C142 -7 175 -15 216 -15C349 -15 438 69 438 174C438 287 344 333 265 374C186 414 138 449 138 522C138 576 172 631 249 631C336 631 363 562 380 499L409 504Z" id="g121-81"></path></g><g transform="matrix(.013,0,0,-0.013,6.345,0)"><path d="M380 106C343 72 306 56 265 56C195 56 116 112 115 248C235 252 361 262 377 265C396 269 400 277 400 297C400 374 333 449 250 449H249C198 449 144 421 103 376S37 269 37 201C37 88 109 -12 232 -12C263 -12 332 6 395 84L380 106ZM225 412C281 412 315 364 314 312C314 297 308 292 290 292C232 290 176 289 120 289C135 370 180 412 225 412Z" id="g121-99"></path></g></svg></td><td class="align_center">0.1542</td><td class="align_center">0.1461</td><td class="align_center">0.5607</td><td class="align_center">1.9363</td></tr><tr><td class="align_left"> <svg height="11.7978pt" id="M133" style="vertical-align:-0.2063999pt" version="1.1" viewbox="-0.0498162 -11.5914 13.2276 11.7978" width="13.2276pt" 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="M610 18C585 26 567 34 540 68C517 97 499 128 476 171C452 215 425 276 413 304C496 332 570 394 570 494C570 555 545 595 509 619S419 650 364 650H139L133 622C216 615 219 612 203 527L129 132C112 40 105 36 23 28L17 0H279L285 28C199 34 194 40 211 132L239 284H284C320 284 334 275 351 236C374 182 394 140 420 93C459 23 495 -1 592 -8H600L610 18ZM480 485C480 424 449 372 403 342C374 323 338 316 293 316H245L291 562C296 589 301 601 311 608S337 618 358 618C432 618 480 575 480 485Z" id="g113-83"></path></g><g transform="matrix(.0091,0,0,-0.0091,8.151,-5.741)"><path d="M414 144C384 79 371 75 317 75H135L276 221C367 316 408 376 408 465C408 570 327 635 237 635C179 635 131 609 100 575L42 494L67 471C94 510 138 565 205 565C277 565 321 517 321 435C321 348 258 270 195 195C146 137 88 81 33 26V0H411C423 44 433 88 446 135L414 144Z" id="g50-51"></path></g></svg></td><td class="align_center">0.7452</td><td class="align_center">0.9555</td><td class="align_center">0.8751</td><td class="align_center">0.6191</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Regression analysis of standard grade road.</div>

Shock and Vibration

tab2

Table 2

Table 2: Construction of Three-Dimensional Road Surface and Application on Interaction between Vehicle and Road 