A Practical Design Method to Determine the Replacement Time of Light Embankment

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Sample</td><td class="align_center"><span style="width: 18.4197ptpx;"><svg height="11.927pt" id="M49" style="vertical-align:-3.291101pt" version="1.1" viewbox="-0.0498162 -8.6359 18.4197 11.927" width="18.4197pt" 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="M645 631C614 643 545 666 457 666C215 666 23 519 23 283C23 90 158 -16 337 -16C412 -16 489 2 522 10C543 39 590 127 606 167L580 181C519 89 459 18 348 18C201 18 122 136 122 287C122 464 244 632 435 632C544 632 602 595 608 472L639 475C643 526 645 581 645 631Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,8.619,3.132)"><path d="M558 106L533 129C501 84 476 67 464 67C446 67 435 116 414 239C457 297 508 367 550 440L539 451L484 438C458 390 429 338 404 300H402C375 407 351 451 285 451C168 451 24 312 24 153C24 56 66 -12 132 -12C206 -12 284 64 345 156H347C367 24 386 -12 422 -12C457 -12 503 7 558 106ZM338 206C272 99 215 56 173 56C140 56 116 96 116 170C116 303 194 405 255 405C304 405 324 299 338 206Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,13.916,3.132)"><path d="M398 365C398 411 356 451 297 451C250 451 198 430 151 397C65 336 24 230 24 139C24 14 97 -12 148 -12C198 -12 284 7 373 104L355 130C306 84 246 53 198 53C132 53 111 109 111 163V189C209 211 398 261 398 365ZM317 351C317 308 273 262 117 225C134 338 189 383 221 399C230 404 249 407 263 407C295 407 317 389 317 351Z"></path></g></svg></span></td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">A-1</td><td class="align_center">0.0271</td></tr><tr><td class="align_left">A-2</td><td class="align_center">0.0197</td></tr><tr><td class="align_left">A-3</td><td class="align_center">0.0156</td></tr><tr><td class="align_left">A-4</td><td class="align_center">0.0107</td></tr><tr><td class="align_left">A-5</td><td class="align_center">0.0019</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Creep coefficient of sample A-1 to A-5.</div>

Geofluids

tab2

Table 2

Table 2: A Practical Design Method to Determine the Replacement Time of Light Embankment 