| Issue |
MATEC Web Conf.
Volume 385, 2023
The 15th International Scientific Conference of Civil and Environmental Engineering for the PhD. Students and Young Scientists – Young Scientist 2023 (YS23)
|
|
|---|---|---|
| Article Number | 01043 | |
| Number of page(s) | 10 | |
| DOI | https://doi.org/10.1051/matecconf/202338501043 | |
| Published online | 30 October 2023 | |
Effect of particle size distribution on shear strength of soil
University of Miskolc, H-3515 Miskolc, Hungary
* Corresponding author: hghassan@uni-miskolc.hu
Soil grain size distribution has a significant impact on the mechanical properties of geotechnical materials. This study presents a laboratory investigation into the effects of fine content and grading factors on shear parameters. A series of shear tests and triaxial tests on sandy soils were performed for this aim. Finally, the outcomes of both strategies were compared and assessed. It was discovered that altering the grain size distribution results in changing the values of shearing parameters. Furthermore, the outcomes of different laboratory tests are not the same.
© The Authors, published by EDP Sciences, 2023
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