Soil liquefaction evaluation using shear wave velocity

Kayabali K.

ENGINEERING GEOLOGY, cilt.44, sa.1-4, ss.121-127, 1996 (SCI-Expanded, Scopus) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 44 Sayı: 1-4
  • Basım Tarihi: 1996
  • Doi Numarası: 10.1016/s0013-7952(96)00063-4
  • Dergi Adı: ENGINEERING GEOLOGY
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.121-127
  • Ankara Üniversitesi Adresli: Evet

Özet

A reasonably good relationship between shear wave velocity (SWV) and standard penetration resistance (SPT) of granular soils in agreement with previous studies was obtained from held tests. A similar correlation between SWV and cone penetration resistance of granular soils was also obtained. Using Seed's Standard Penetration Test (SPT)based soil liquefaction charts, new charts of soil liquefaction evaluation based on SWV data were developed for various magnitude earthquakes.