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Makale Tam Makale Uluslararası 2021 Açık erişimli

The effect of pine tree sawdust on the volume compressibility of expansive soils

Ekrem Kalkan, Necmi Yarbaşı

International Journal of Science and Engineering Applications Cilt 10 · Sayı 4 · ss. 29–33 · 01.04.2021
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Özet

Abstract: Expansive soils are very important natural geological materials used in the geotechnical applications in the worldwide. After compacting, they are used as hydraulic barriers in earth structures, such as core of earth fill dams, landfill liners, and etc. However, these soils have some defects from technical points of view. To remove the defects, one of the soil improvement methods is mixing of these soils with granular materials. In this study, pine tree sawdust was used as granular additive material to stabilize the expansive soils. The effects of pine saw dust on the volume compressibility of expansive soils were investigated by using experimental studies under laboratory conditions. The test results showed that the pine saw dust positively affected the geotechnical properties in term of volume compressibility manner. As a consequently, the geotechnical properties of the expansive soil when blended with pine tree sawdust indicates that the pine tree sawdust is a good modification material for this problematic soil.

Atıf için künye

Kalkan, E., & Yarbaşı, N. (2021). The effect of pine tree sawdust on the volume compressibility of expansive soils. International Journal of Science and Engineering Applications, 10(4), 29–33. https://doi.org/10.7753/ijsea1004.1001

BibTeX
@article{kalkan2021-193672,
  author = {Kalkan, Ekrem and Yarbaşı, Necmi},
  title = {The effect of pine tree sawdust on the volume compressibility of expansive soils},
  journal = {International Journal of Science and Engineering Applications},
  year = {2021},
  volume = {10},
  number = {4},
  pages = {29--33},
  issn = {2319-7560},
  doi = {10.7753/ijsea1004.1001},
  url = {https://akademik.atauni.edu.tr/yayinlar/193672-the-effect-of-pine-tree-sawdust-on-the-volume-compressibility-of-expansive-soils}
}