Study on the Creep Behaviors of Interactive Marine-Terrestrial Deposit Soils

<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">Depth (m)</td><td class="align_center"><i>e</i><sub>0</sub></td><td class="align_center"><svg height="15.3614pt" id="M4" style="vertical-align:-3.9253pt" version="1.1" viewbox="-0.0498162 -11.4361 16.1153 15.3614" width="16.1153pt" 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="M548 455L523 469C505 448 490 439 461 439C416 439 374 447 316 447C144 447 23 310 23 161C23 47 89 -12 179 -12C312 -12 429 106 429 244C429 303 419 344 368 386L371 388C404 383 440 378 474 378C507 378 530 411 548 455ZM350 274C350 191 308 25 198 25C144 25 108 75 108 157C108 264 170 395 276 395C296 395 320 384 333 360C347 334 350 316 350 274Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,7.347,-5.741)"><path d="M310 541L304 571C290 586 211 619 185 610L80 76L131 52L310 541Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,6.76,3.784)"><path d="M478 437H300V411C357 404 363 393 347 345C325 280 293 190 258 107C229 178 188 284 163 354C147 397 149 405 203 411V437H-2V411C52 403 59 396 82 339C130 222 176 109 220 -11H248C304 138 356 261 390 336C417 395 425 404 478 411V437Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,10.973,3.784)"><path d="M248 635C97 635 43 457 43 311C43 153 97 -12 247 -12S450 166 450 312C450 466 397 635 248 635ZM246 603C337 603 361 452 361 312S337 20 248 20S132 172 132 313C132 452 156 603 246 603Z"></path></g></svg> (kPa)</td><td class="align_center"><svg height="17.4531pt" id="M5" style="vertical-align:-6.017pt" version="1.1" viewbox="-0.0498162 -11.4361 12.1694 17.4531" width="12.1694pt" 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="M548 455L523 469C505 448 490 439 461 439C416 439 374 447 316 447C144 447 23 310 23 161C23 47 89 -12 179 -12C312 -12 429 106 429 244C429 303 419 344 368 386L371 388C404 383 440 378 474 378C507 378 530 411 548 455ZM350 274C350 191 308 25 198 25C144 25 108 75 108 157C108 264 170 395 276 395C296 395 320 384 333 360C347 334 350 316 350 274Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,7.347,-5.741)"><path d="M310 541L304 571C290 586 211 619 185 610L80 76L131 52L310 541Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,6.76,3.784)"><path d="M169 380V459C122 440 66 423 24 416V392C86 384 90 382 90 317V-135C90 -201 81 -207 17 -213V-240H253V-213C176 -207 169 -201 169 -125V6C182 -1 208 -11 238 -12C368 12 487 109 487 260C487 358 421 449 310 449C298 449 279 444 261 433L169 380ZM169 346C196 367 237 389 269 389C341 389 403 329 403 221C403 109 347 37 263 37C228 37 191 53 169 76V346Z"></path></g></svg> (kPa)</td><td class="align_center">OCR</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">14</td><td class="align_center">1.12</td><td class="align_center">100</td><td class="align_center">195</td><td class="align_center">1.95</td></tr><tr><td class="align_left">18</td><td class="align_center">1.10</td><td class="align_center">135</td><td class="align_center">210</td><td class="align_center">1.56</td></tr><tr><td class="align_left">25</td><td class="align_center">0.71</td><td class="align_center">200</td><td class="align_center">220</td><td class="align_center">1.10</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Consolidation state of clays at different depths.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Study on the Creep Behaviors of Interactive Marine-Terrestrial Deposit Soils 