Next Article in Journal
Geomechanical Behaviour of Uncemented Expanded Polystyrene (EPS) Beads–Clayey Soil Mixtures as Lightweight Fill
Next Article in Special Issue
Recommended Procedures to Assess Critical State Locus from Triaxial Tests in Cohesionless Remoulded Samples
Previous Article in Journal
Effect of the Particle Size on the TDA Shear Strength and Stiffness Parameters in Large-Scale Direct Shear Tests
 
 
Article

Article Versions Notes

Geotechnics 2021, 1(1), 18-37; https://doi.org/10.3390/geotechnics1010002
Action Date Notes Link
article pdf uploaded. 19 April 2021 12:44 CEST Version of Record https://www.mdpi.com/2673-7094/1/1/2/pdf-vor
article xml file uploaded 20 April 2021 07:54 CEST Original file -
article xml uploaded. 20 April 2021 07:54 CEST Update -
article pdf uploaded. 20 April 2021 07:54 CEST Updated version of record https://www.mdpi.com/2673-7094/1/1/2/pdf-vor
article html file updated 20 April 2021 07:56 CEST Original file -
article xml file uploaded 21 April 2021 10:07 CEST Update -
article xml uploaded. 21 April 2021 10:07 CEST Update https://www.mdpi.com/2673-7094/1/1/2/xml
article pdf uploaded. 21 April 2021 10:07 CEST Updated version of record https://www.mdpi.com/2673-7094/1/1/2/pdf
article html file updated 21 April 2021 10:11 CEST Update -
article html file updated 25 July 2022 12:53 CEST Update https://www.mdpi.com/2673-7094/1/1/2/html
Back to TopTop