Analytical Analysis of Infinite Heterogeneous Slope Stability considering Suction Influence

<div>CDFs under different correlation coefficients: (a) <span class="nowrap"><svg height="13.8778pt" id="M139" style="vertical-align:-5.52898pt" version="1.1" viewbox="-0.0498162 -8.34882 74.9495 13.8778" width="74.9495pt" 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="M516 277C516 378 460 448 376 448C335 448 288 434 240 401C158 345 127 277 107 159C53 -161 38 -221 23 -247L28 -261C43 -260 95 -250 114 -226C122 -216 129 -199 146 -75C152 -29 157 0 164 31C182 9 206 -12 237 -12C267 -12 325 8 376 46C451 102 516 179 516 277ZM432 259C432 134 366 40 259 40C236 40 204 48 171 76L195 203C219 327 253 400 326 400C398 400 432 336 432 259Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,6.162,3.132)"><path d="M387 400C387 425 348 451 303 451C247 451 176 414 132 376C69 322 24 228 24 148C24 43 74 -12 147 -12C211 -12 301 33 363 103L346 128C319 99 249 51 193 51C148 51 112 84 112 165C112 230 130 287 154 330C170 359 199 400 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Geofluids

fig4

Figure 4

Figure 4: Analytical Analysis of Infinite Heterogeneous Slope Stability considering Suction Influence 