Reliability Evaluation of Water-Rich Loess Tunnel with Lining Crack Based on Extension Theory

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Reliability probability</td><td class="align_center"><span style="width: 47.9459ptpx;"><svg height="11.9087pt" id="M63" style="vertical-align:-3.2728pt" version="1.1" viewbox="-0.0498162 -8.6359 47.9459 11.9087" width="47.9459pt" 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="M600 480C600 590 528 650 384 650H143L137 622C222 614 225 607 210 531L130 127C113 41 106 36 23 28L17 0H294L300 28C204 36 195 42 212 127L243 284L314 263C327 263 339 263 352 264C465 271 600 337 600 480ZM508 481C508 351 402 304 329 304C289 304 265 311 250 317L295 559C302 594 310 606 323 611C335 616 350 619 367 619C455 619 508 573 508 481Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,6.656,3.132)"><path d="M319 325C317 349 306 409 297 431C277 440 250 449 209 449C117 449 57 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<div>Probability statistics method for evaluation grading.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Reliability Evaluation of Water-Rich Loess Tunnel with Lining Crack Based on Extension Theory 