Soil-particle and pore orientations during consolidation of cohesive soils


Cetin H.

ENGINEERING GEOLOGY, cilt.73, ss.1-11, 2004 (SCI İndekslerine Giren Dergi) identifier identifier

  • Cilt numarası: 73
  • Basım Tarihi: 2004
  • Doi Numarası: 10.1016/j.enggeo.2003.11.006
  • Dergi Adı: ENGINEERING GEOLOGY
  • Sayfa Sayıları: ss.1-11

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.