
http://www.architectura.actapol.net/volume19/issue3/19_3_83.pdf
This paper involves the results of oedometric tests carried out on four model samples with different content
of expansive clay minerals, subjected to different stresses. The research aimed to determine the impact of
consolidation pressure on the consolidation coefficient for cohesive soils with different mineral composition.
Main factors influencing correlation between consolidation coefficient and consolidation pressure (Cv–p)
trends turned out to be mechanisms controlling changes in soil volume (mechanical or physicochemical),
which is different for expansive and non-expansive soils.
MLA | Zabłocka, Karina, et al. "The influence of mineralogical composition of soil on the consolidation coefficient value." Acta Sci.Pol. Architectura 19.3 (2020): 83-90. |
APA | Zabłocka, K. et al. (2020). The influence of mineralogical composition of soil on the consolidation coefficient value. Acta Sci.Pol. Architectura, 19 (3), 83-90 |
ISO 690 | Zabłocka, Karina, Lendo-Siwicka, Marzena, Wrzesiński, Grzegorz. The influence of mineralogical composition of soil on the consolidation coefficient value. Acta Sci.Pol. Architectura, 2020, 19.3: 83-90. |