3D Morphology Distribution Characteristics and Discrete Element Simulation of Sand-Gravel Mixtures

<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">Parameter</td><td class="align_center">Value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Normal stiffness (Pa)</td><td class="align_center"><span style="width: 18.0286ptpx;"><svg height="8.55521pt" id="M71" style="vertical-align:-0.2063904pt" version="1.1" viewbox="-0.0498162 -8.34882 18.0286 8.55521" width="18.0286pt" 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="M384 0V27C293 34 287 42 287 114V635C232 613 172 594 109 583V559L157 557C201 555 205 550 205 499V114C205 42 199 34 109 27V0H384Z"></path></g><g transform="matrix(.013,0,0,-0.013,6.24,0)"><path d="M391 364C391 409 353 448 295 448C249 448 198 426 152 393C65 331 23 225 23 139C23 14 96 -12 146 -12C198 -12 280 9 367 101L351 124C300 78 242 48 194 48C129 48 109 107 109 162V191C208 213 391 266 391 364ZM313 350C313 305 268 261 113 223C132 334 187 381 217 398C227 404 244 405 261 405C290 405 313 385 313 350Z"></path></g><g transform="matrix(.013,0,0,-0.013,11.622,0)"><path d="M249 635C141 635 70 555 70 471C70 401 114 353 179 316C143 294 106 267 90 252C68 231 45 202 45 157C45 50 130 -12 237 -12C322 -12 435 52 435 169C435 256 372 304 303 343C349 374 375 398 383 407C401 429 411 458 411 487C411 569 344 635 249 635ZM238 603C285 603 337 567 337 482C337 422 310 385 276 358C205 393 145 426 145 500C145 552 179 603 238 603ZM248 20C183 20 125 70 125 163C125 218 158 268 206 300C284 261 355 217 355 143C355 66 308 20 248 20Z"></path></g></svg></span></td></tr><tr><td class="align_left">Tangential stiffness (Pa)</td><td class="align_center"><span style="width: 18.0286ptpx;"><svg height="8.55521pt" id="M72" style="vertical-align:-0.2063904pt" version="1.1" viewbox="-0.0498162 -8.34882 18.0286 8.55521" width="18.0286pt" 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="M384 0V27C293 34 287 42 287 114V635C232 613 172 594 109 583V559L157 557C201 555 205 550 205 499V114C205 42 199 34 109 27V0H384Z"></path></g><g transform="matrix(.013,0,0,-0.013,6.24,0)"><path d="M391 364C391 409 353 448 295 448C249 448 198 426 152 393C65 331 23 225 23 139C23 14 96 -12 146 -12C198 -12 280 9 367 101L351 124C300 78 242 48 194 48C129 48 109 107 109 162V191C208 213 391 266 391 364ZM313 350C313 305 268 261 113 223C132 334 187 381 217 398C227 404 244 405 261 405C290 405 313 385 313 350Z"></path></g><g transform="matrix(.013,0,0,-0.013,11.622,0)"><path d="M447 623H65C61 580 56 530 47 475H76C100 541 106 550 172 550H388C308 376 196 170 91 -1L98 -12L172 -2C268 204 360 408 455 611L447 623Z"></path></g></svg></span></td></tr><tr><td class="align_left">Coefficient of friction</td><td class="align_center">0.5</td></tr><tr><td class="align_left">Normal bond strength (Pa)</td><td class="align_center">0</td></tr><tr><td class="align_left">Tangential bond strength (Pa)</td><td class="align_center">0</td></tr><tr><td class="align_left">Unidirectional/cyclic shear rate</td><td class="align_center">001%/min</td></tr><tr><td class="align_left">Density (g/cm<sup>3</sup>)</td><td class="align_center">1709</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mesoparameters of particle for gravel-sand mixtures.</div>

Geofluids

tab2

Table 2

Table 2: 3D Morphology Distribution Characteristics and Discrete Element Simulation of Sand-Gravel Mixtures 