The effect of discontinuity frequency on ground vibrations produced from bench blasting: A case study

AK H., KONUK A.

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, cilt.28, sa.9, ss.686-694, 2008 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 28 Sayı: 9
  • Basım Tarihi: 2008
  • Doi Numarası: 10.1016/j.soildyn.2007.11.006
  • Dergi Adı: SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.686-694
  • Anahtar Kelimeler: bench blasting, vibrations, peak particle velocity, discontinuity frequency, JOINTED ROCK MASS, ENVIRONMENTAL IMPACTS, QUARRY, TURKEY
  • Eskişehir Osmangazi Üniversitesi Adresli: Evet

Özet

A good number of empirical formulae and methods dealing with the analysis of the effects of blast-induced ground vibrations have been developed. The most common approach suggested for estimating the attenuation of particle velocity on the ground is to scale the distance (scaled distance, SD). This approach makes it possible to estimate the peak particle velocity when the amount of explosive charge or the distance or both are altered.