Abstract
Soils originating from chemical decomposition do not undergo any sorting in their grading resulting in a well-graded material. Their composition may be influenced by weathering in one or more aspects, e.g. particle size, particle size distribution, mineralogy or particle morphology. Each of these aspects and their effects on the mechanical behaviour have been studied separately in the past. To identify the dominant parameters a series of standard oedometer tests was carried out to investigate the influences of the grading and mineralogy on the Normal Compression Line (NCL) separately. This was achieved taking the most and least decomposed granite sampled at a same location and reconstituting them to the same grading to study the influence of mineralogy or reconstituting one of them to both the gradings to study that of grading. In the first case, the NCLs were practically coincident, while in the second they were further apart, showing that the grading has greater importance in determining the mechanical behaviour in compression.
Original language | English |
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Title of host publication | Deformation Characteristics of Geomaterials |
Number of pages | 8 |
Volume | 6 |
Publisher | IOS Press |
Publication date | 2015 |
Pages | 415-422 |
ISBN (Print) | 978-1-61499-600-2 |
ISBN (Electronic) | 978-1-61499-601-9 |
Publication status | Published - 2015 |
Externally published | Yes |
Event | 6th International Symposium on Deformation Characteristics of Geomaterials - Buenos Aires, Argentina Duration: 15 Nov 2015 → 18 Nov 2015 Conference number: 6 |
Conference
Conference | 6th International Symposium on Deformation Characteristics of Geomaterials |
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Number | 6 |
Country/Territory | Argentina |
City | Buenos Aires |
Period | 15/11/2015 → 18/11/2015 |
Series | Advances in Soil Mechanics and Geotechnical Engineering |
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Volume | 6 |
Keywords
- Residual soil
- One-dimensional compression
- Laboratory tests