Empirical methods to predict the abrasion resistance of rock aggregates


KAHRAMAN S., Gunaydin O.

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, cilt.66, sa.4, ss.449-455, 2007 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 66 Sayı: 4
  • Basım Tarihi: 2007
  • Doi Numarası: 10.1007/s10064-007-0093-2
  • Dergi Adı: BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.449-455
  • Anahtar Kelimeler: Los Angeles test, point load test, Schmidt hammer test, porosity, UNIAXIAL COMPRESSIVE STRENGTH, POINT-LOAD STRENGTH, HAMMER REBOUND DATA, BRITTLE-FRACTURE, DEGRADATION, ROTARY, MODEL
  • Hacettepe Üniversitesi Adresli: Hayır

Özet

The possibility of predicting the Los Angeles ( L. A.) abrasion loss from the Schmidt hammer, point load and porosity tests was investigated using 9 igneous, 11 metamorphic and 15 sedimentary rocks with L. A. values ranging from 10 to 76%. Regression analysis indicated a strong correlation (r(2) = 0.72) between L. A. abrasion loss and point load and a good correlation (r(2) = 0.62) between L. A. abrasion loss and Schmidt hammer value. When the samples were divided according to porosity (n < 1% and n > 1%), stronger correlations were obtained, especially for the point load index. The predictions from the Schmidt hammer results were not as good but within acceptable limits.