Soil-particle and pore orientations during consolidation of cohesive soils

Cetin H.

ENGINEERING GEOLOGY, vol.73, pp.1-11, 2004 (SCI-Expanded) identifier identifier

  • Publication Type: Article / Article
  • Volume: 73
  • Publication Date: 2004
  • Doi Number: 10.1016/j.enggeo.2003.11.006
  • Journal Name: ENGINEERING GEOLOGY
  • Journal Indexes: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Page Numbers: pp.1-11
  • Çukurova University Affiliated: Yes

Abstract

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.