Stability of Slopes Reinforced with Truncated Piles

<div>FS values of the piled slopes for Model <svg height="8.79011pt" id="M307" style="vertical-align:-0.04980946pt" version="1.1" viewbox="-0.0498162 -8.7403 8.41169 8.79011" width="8.41169pt" 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="M401 353C473 367 557 406 557 502C557 551 535 592 498 616C460 640 410 650 333 650H41V615C112 608 121 602 121 516V134C121 49 112 42 35 35V0H289C372 0 449 14 500 43C556 74 593 126 593 193C593 288 517 335 401 349V353ZM253 363V553C253 574 255 589 262 596C268 602 284 609 307 609C361 609 415 575 415 484C415 401 372 363 276 363H253ZM253 323H273C386 323 445 276 445 182C445 84 382 43 326 42C273 41 253 62 253 136V323Z" id="g13-64"></path><glyph.data ascent="1024" descent="-360" horiz-adv-x="637" vert-adv-y="637"></glyph.data></g></svg> (<i>D</i> = 0.8 m).</div>

Advances in Materials Science and Engineering

Stability of Slopes Reinforced with Truncated Piles

Figure 20