Practical Approach to Predicting the <i>K</i><sub>0</sub> Behavior of In Situ Sandy Gravel

<div>Photo of tested sample (40 mm &lt; <svg height="12.4698pt" id="M42" style="vertical-align:-3.18147pt" version="1.1" viewbox="-0.0498162 -9.28833 15.9131 12.4698" width="15.9131pt" 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="M530 686C535 705 530 712 521 712C504 712 448 684 359 674L358 648H393C437 648 439 646 429 593L400 435C372 447 345 448 332 448C286 448 194 414 144 373C68 311 23 203 23 111C23 26 57 -12 91 -12C120 -12 147 3 188 29C227 54 290 102 341 170H343L322 71C308 6 320 -12 341 -12C373 -12 442 27 501 96L485 120C455 91 422 67 408 67C401 67 401 76 404 91C440 294 479 473 530 686ZM387 375L355 241C326 187 200 53 142 53C126 53 109 73 109 130C109 217 154 337 218 381C240 396 265 404 297 404S372 390 387 375Z" id="g113-101"></path></g><g transform="matrix(.0091,0,0,-0.0091,7.15,3.132)"><path d="M861 0V28C774 35 771 41 768 147L759 509C756 612 762 614 851 622V650H681L449 149L221 650H57V622C148 613 153 609 144 479L130 271C123 166 117 123 111 88C104 46 85 34 26 28V0H259V28C192 35 169 42 167 90C166 130 166 173 170 256L185 541H187L411 7H431L675 555H679L683 147C683 41 680 35 598 28V0H861Z" id="g190-78"></path></g></svg> &lt; 60 mm).</div>

Advances in Civil Engineering

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Figure 2

Figure 2: Practical Approach to Predicting the <i>K</i><sub>0</sub> Behavior of In Situ Sandy Gravel 

Advances in Civil Engineering

Practical Approach to Predicting the K0 Behavior of In Situ Sandy Gravel

Figure 2

Practical Approach to Predicting the K₀ Behavior of In Situ Sandy Gravel