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Makale Tam Makale Uluslararası 2012

Effects of waste material-lime additive mixtures on mechanical properties of granular soils

Ekrem Kalkan

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT Cilt 71 · Sayı 1 · ss. 99–103 · 01.02.2012
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Özet

Granular soil was stabilized using different proportions of silica fume-lime and fly ash-lime and compacted at optimum water content. Compaction, compressive strength and California Bearing Ratio tests were undertaken which confirmed that the use of waste materials and lime mixtures improved the strength properties of the crushed granular soils.

Anahtar kelimeler

IMPACT STABILIZATION PERMEABILITY BEHAVIOR LIME compressive strength silica fume FLY-ASH Natural clay Road construction Earthwork application

Atıf için künye

Kalkan, E. (2012). Effects of waste material-lime additive mixtures on mechanical properties of granular soils. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 71(1), 99–103. https://doi.org/10.1007/s10064-011-0409-0

BibTeX
@article{kalkan2012-193955,
  author = {Kalkan, Ekrem},
  title = {Effects of waste material-lime additive mixtures on mechanical properties of granular soils},
  journal = {BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT},
  year = {2012},
  volume = {71},
  number = {1},
  pages = {99--103},
  issn = {1435-9529},
  doi = {10.1007/s10064-011-0409-0},
  url = {https://akademik.atauni.edu.tr/yayinlar/193955-effects-of-waste-material-lime-additive-mixtures-on-mechanical-properties-of}
}