Distribution of Side Abutment Stress in Roadway Subjected to Dynamic Pressure and Its Engineering Application

<div>Measured curve of the distribution of the side abutment stress in Qianyingzi mine. 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46 90C46 73 55 65 60 64C95 55 124 32 124 -4C124 -42 95 -68 44 -89L57 -123C122 -104 194 -60 194 22C194 94 136 134 98 134Z" id="g50-45"></path><glyph.data ascent="3443" descent="-2856" horiz-adv-x="237" vert-adv-y="237"></glyph.data></g><g transform="matrix(.013,0,0,-0.013,115.873,0)"><path d="M247 635C116 635 39 517 39 421C39 315 112 237 221 237C240 237 258 241 281 253L349 289C314 140 205 42 60 19L66 -15C90 -15 153 -6 207 16C344 70 447 199 447 385C447 521 373 635 247 635ZM231 598C329 598 356 478 356 390C356 371 355 348 352 325C329 309 297 297 262 297C179 297 127 369 127 456C127 515 155 598 231 598Z" id="g58-55"></path><glyph.data ascent="1007" descent="-369" horiz-adv-x="487" vert-adv-y="487"></glyph.data></g><g transform="matrix(.013,0,0,-0.013,122.204,0)"><path d="M245 635C92 635 37 457 37 312C37 148 92 -12 244 -12C395 -12 449 165 449 312C449 469 394 635 245 635ZM243 598C332 598 358 454 358 312C358 172 334 26 245 26C158 26 128 174 128 313S151 598 243 598Z" id="g58-46"></path><glyph.data ascent="1007" descent="-369" horiz-adv-x="487" vert-adv-y="487"></glyph.data></g><g transform="matrix(.013,0,0,-0.013,130.788,0)"><path d="M810 0V30C751 35 744 40 744 106V296C744 396 694 451 614 451C583 451 558 438 537 425C512 409 485 391 454 368C434 420 390 451 342 451C309 451 285 439 260 424C228 405 206 387 185 372V453C141 434 90 421 43 413V386C102 378 105 373 105 309V106C105 41 96 35 29 30V0H243V30C194 35 185 41 185 106V335C216 360 256 389 297 389C357 389 384 348 384 275V106C384 41 374 35 312 30V0H530V30C475 35 465 41 465 104V294C465 313 464 324 463 336C502 367 539 389 576 389C637 389 663 346 663 274V109C663 41 653 35 593 30V0H810Z" id="g58-107"></path><glyph.data ascent="1007" descent="-369" horiz-adv-x="834" vert-adv-y="834"></glyph.data></g></svg> represents the horizontal distance of the borehole stress-meter to the gob, respectively; the initial pressure of the borehole stress-meter is 4.0 MPa.</div>

Shock and Vibration

fig3

Figure 3

Figure 3: Distribution of Side Abutment Stress in Roadway Subjected to Dynamic Pressure and Its Engineering Application 