Soil-particle and pore orientations during consolidation of cohesive soils

Cetin H.

ENGINEERING GEOLOGY, cilt.73, ss.1-11, 2004 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 73
  • Basım Tarihi: 2004
  • Doi Numarası: 10.1016/j.enggeo.2003.11.006
  • Dergi Adı: ENGINEERING GEOLOGY
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.1-11
  • Çukurova Üniversitesi Adresli: Evet

Özet

Orientations of particles, pores and other constituents during consolidation of an artificially made clayey soil were studied in order to investigate how orientations, and in turn, engineering parameters such as void ratio and compressibility, change during consolidation of a cohesive soil.