Compression and permeability relationships in high water content clays

Berilgen S. A., Berilgen M., Ozaydin I.

APPLIED CLAY SCIENCE, cilt.31, ss.249-261, 2006 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 31
  • Basım Tarihi: 2006
  • Doi Numarası: 10.1016/j.clay.2005.08.002
  • Dergi Adı: APPLIED CLAY SCIENCE
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.249-261
  • Anahtar Kelimeler: clay, consolidation, compression, permeability, LINEAR CONSOLIDATION, SATURATED CLAYS, SLURRIES
  • Yıldız Teknik Üniversitesi Adresli: Evet

Özet

Storing contaminant soils, such as dredge materials, sludge and mine tailings, and reclaiming contaminant soil storage areas back into the economy has arisen as an important economical and environmental problem in today's world. The scientific studies in the last thirty years have revealed critical new information regarding the deformation behavior of high water content soils.