Numerical Modeling of Water and Gas Transport in Compacted GMZ Bentonite under Constant Volume Condition

<div>Evolution of effective water permeability of the monitoring points as a function of time: (a) <span class="nowrap"><svg height="14.1649pt" id="M90" style="vertical-align:-5.529pt" version="1.1" viewbox="-0.0498162 -8.6359 60.3344 14.1649" width="60.3344pt" 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="M554 433L549 437C539 437 513 441 503 443C481 447 456 451 436 451C354 451 268 415 216 368C150 308 99 205 99 106C99 24 136 -12 165 -12C196 -12 243 14 268 33C318 70 374 118 415 181H419L395 39C374 -84 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Geofluids

fig16

Figure 16

Figure 16: Numerical Modeling of Water and Gas Transport in Compacted GMZ Bentonite under Constant Volume Condition 