Deformation Characteristics of Sandy Soil around a Plate Anchor under Lateral Loading

<div>Displacement field at the ultimate load under conditions of <span class="nowrap"><svg height="12.4894pt" id="M50" style="vertical-align:-3.181499pt" version="1.1" viewbox="-0.0498162 -9.3079 117.589 12.4894" width="117.589pt" 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="M743 375C743 570 607 650 407 650H136L130 622C214 612 220 606 204 526L125 122C110 43 105 36 24 27L17 0H250C382 0 482 23 571 76C680 141 743 248 743 375ZM644 379C644 188 520 36 305 36C277 36 249 38 229 46C205 55 202 71 212 126L293 553C300 588 306 600 317 606C330 613 356 617 390 617C547 617 644 537 644 379Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,9.893,3.132)"><path d="M181 342V451C133 431 89 419 40 411V388C98 381 102 377 102 311V104C102 38 95 32 33 26V0H263V26C186 32 181 38 181 104V287C203 343 235 372 261 372C277 372 289 366 304 352C310 346 318 345 330 350C349 359 362 379 362 399C362 422 338 449 304 449C256 449 213 393 183 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Geofluids

fig4

Figure 4

Figure 4: Deformation Characteristics of Sandy Soil around a Plate Anchor under Lateral Loading 