Effect of Soil-Type and Fines Content on Liquefaction Resistance—Shear-Wave Velocity Correlation
Author:
Affiliation:
1. Civil Engineering Department, Izmir Inst Technol, Civil Engineering, Izmir Institute of Technology, Izmir, Turkey
Funder
TUBITAK
European Union 7th framework program Marie Curie fellowship
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2018.1475312
Reference50 articles.
1. Requirements for soil-specific correlation between shear wave velocity and liquefaction resistance of sands
2. Comparing liquefaction evaluation methods using penetration-VS relationships
3. Liquefaction Resistance of Soils from Shear-Wave Velocity
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