Optimizing the Compaction Characteristics and Strength Properties of Gravelly Soils in terms of Fine Contents

<div>Increase or decrease percent of (<i>σ</i><sub>1</sub>−<i>σ</i><sub>3</sub>)<sub><i>f</i></sub> for gravel samples against FC after saturation.</div>

Advances in Materials Science and Engineering

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Figure 16

Figure 16: Optimizing the Compaction Characteristics and Strength Properties of Gravelly Soils in terms of Fine Contents 