Three-Dimensional Finite Difference Analysis on the Ground-Sequential Tunneling-Superstructure Interaction

<div>Variation of the bending moment of beam <svg height="11.8174pt" id="M134" style="vertical-align:-3.1815pt" version="1.1" viewbox="-0.0498162 -8.6359 12.8231 11.8174" width="12.8231pt" 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="M578 512C578 619 494 650 387 650H140L134 622C219 615 223 609 210 542L127 119C112 40 104 34 23 28L17 0H235C317 0 387 7 444 33C515 65 564 122 564 195C564 289 495 335 412 352V354C505 373 578 422 578 512ZM486 510C486 422 423 367 314 367H257L294 565C299 591 305 602 315 608C324 614 339 617 362 617C421 617 486 595 486 510ZM466 200C466 100 393 35 296 35C222 35 198 51 212 127L250 333H303C388 333 466 303 466 200Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,7.748,3.132)"><path d="M389 0V32C297 38 291 46 291 118V635C234 613 175 595 109 583V556L161 554C203 552 207 547 207 497V118C207 46 201 38 110 32V0H389Z"></path></g></svg> with the tunnel advancement.</div>

Advances in Civil Engineering

fig30

Figure 30

Figure 30: Three-Dimensional Finite Difference Analysis on the Ground-Sequential Tunneling-Superstructure Interaction 