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

Kalkan E.

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, cilt.71, sa.1, ss.99-103, 2012 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 71 Sayı: 1
  • Basım Tarihi: 2012
  • Doi Numarası: 10.1007/s10064-011-0409-0
  • Dergi Adı: BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.99-103
  • Anahtar Kelimeler: Silica fume, Fly ash, Lime, Stabilization, Road construction, Earthwork application, COMPRESSIVE STRENGTH, ROAD CONSTRUCTION, NATURAL CLAY, SILICA FUME, STABILIZATION, BEHAVIOR, PERMEABILITY, IMPACT
  • Atatürk Üniversitesi Adresli: Evet

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.

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.