Geotechnical Properties of Wood Ash-Based Composite Fine-Grained Soil

<div>Variation of the initial void ratio (<i>e</i><sub>0</sub>) and compression index (<i>C</i><sub>c</sub>) with ash content.</div>

Advances in Civil Engineering

Figure 9: Geotechnical Properties of Wood Ash-Based Composite Fine-Grained Soil 