Effect of compaction and moisture content on the deformation characteristics of unsaturated sandy soils varying fines content.

Autor: Chowdepalli, Bhargavi, Singh Rathore, Akshay, Watanabe, Kenji
Zdroj: International Journal of Geotechnical Engineering; Jan2024, Vol. 18 Issue 1, p91-100, 10p
Abstrakt: This research explores how the dynamic behaviour under cyclic compression loading affects compaction characteristics. Three types of sand, varying in fines content, are compacted under different saturation (${{\rm{S}}_{\rm{r}}}$ S r ) and compaction (${{\rm{D}}_{\rm{c}}}$ D c ) levels. Suction-controlled drained cyclic loading tests are conducted to predict axial strain accumulation, with initial suction measured for each compacted state. The study seeks to understand the correlation between axial strain accumulation and initial suction across soil types. Findings indicate that initial soil suction, influenced by saturation, significantly impacts axial strain under cyclic loading. Lower saturation enhances particle bonding, increasing initial suction and reducing strain accumulation. Moreover, an increase in fines content results in greater strain accumulation. Despite that, sands with elevated fines (18.8%) can achieve similar soil performance through effective compaction with precise saturation control. This underscores the role of saturation in moisture regulation during compaction, particularly for sands with higher non-plastic fines content, in achieving effective compaction. [ABSTRACT FROM AUTHOR]
Databáze: Supplemental Index