Effect of Different Sands on One-Dimensional and Hydraulic Consolidation (Radial) Tests of Clay
Crossref DOI link: https://doi.org/10.1007/s40996-018-0168-2
Published Online: 2018-09-21
Published Print: 2019-07
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Ural, Nazile
Görgün, Burak
Funding for this research was provided by:
The Scientific and Technological Research Council of Turkey (112M575)
Text and Data Mining valid from 2018-09-21
Article History
Received: 30 March 2016
Accepted: 10 September 2018
First Online: 21 September 2018