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Environmental Earth Sciences
Erschienen in: Environmental Earth Sciences 9/2019

01.05.2019 | Original Article

Some generic trends on the basic engineering properties of fine-grained soils

verfasst von: Satoru Shimobe, Giovanni Spagnoli

Erschienen in: Environmental Earth Sciences | Ausgabe 9/2019

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Abstract

The factors influencing the engineering properties of fine-grained soils are the consistency limits, defined as primary properties, and water content, density and soil structure defined as secondary properties. This paper considers over 1000 data from the literature and laboratory tests where the plasticity ratio of clays (Rp), defined as the ratio of plastic limit to liquid limit, was tentatively correlated to the specific surface area (SSA), clay fraction of clays, and the liquidity index (LI). Rp was also used to interpret the Casagrande plasticity chart. Rp decreases for increasing “modified” SSA, whereas the correlation with the clay fraction is less pronounced. Rp is linked with the LI within a range of 0.2–0.8. Results show, therefore, that physical properties of clays are extremely variable and a unique relation among the properties is extremely difficult to obtain. The goal of this paper is to provide a general overview about the intercorrelation among the engineering properties of clays.
Vorheriger Artikel Investigation on the distribution characteristics of ground cracks in the Chengchao Iron Mine, China
Nächster Artikel Towards the use of conceptual models for water resource assessment in Indian tropical watersheds under monsoon-driven climatic conditions

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Metadaten
Titel
Some generic trends on the basic engineering properties of fine-grained soils
verfasst von
Satoru Shimobe
Giovanni Spagnoli
Publikationsdatum
01.05.2019
Verlag
Springer Berlin Heidelberg
Erschienen in
Environmental Earth Sciences / Ausgabe 9/2019
Print ISSN: 1866-6280
Elektronische ISSN: 1866-6299
DOI
https://doi.org/10.1007/s12665-019-8266-4

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