One-dimensional compression behavior of granular soils around virgin compression line (VCL)

Faruk Sefi*, Musaffa Ayşen Lav

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

1 Citation (Scopus)

Fingerprint

Dive into the research topics of 'One-dimensional compression behavior of granular soils around virgin compression line (VCL)'. Together they form a unique fingerprint.

Keyphrases

Engineering