The Coupled Influence of Relative Density, CSR, Plasticity and Content of Fines on Cyclic Liquefaction Resistance of Sands-Reference-Cited by-同舟云学术

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The Coupled Influence of Relative Density, CSR, Plasticity and Content of Fines on Cyclic Liquefaction Resistance of Sands

Published:2017-09-21 Issue:6 Volume:23 Page:909-929
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Eseller-Bayat Ece E.¹^ORCID,Monkul M. Murat²,Akin Özge³,Yenigun Senay²

Affiliation:

1. Faculty of Civil Engineering, Istanbul Technical University, Civil Engineering, Istanbul, Turkey

2. Department of Civil Engineering, Yeditepe Universitesi, Istanbul, Turkey

3. Department of Civil Engineering, Bogazici Universitesi Muhendislik Fakultesi, Istanbul, Turkey

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2017.1342297

Reference46 articles.

1. EFFECT OF NON PLASTIC SILT ON THE ANISOTROPIC BEHAVIOR OF SAND

2. Direct Simple-Shear Tests on a Norwegian Quick Clay

3. Liquefaction of silts: the Adapazari criteria

4. Influence of fines on the resistance to liquefaction of a clayey sand

Cited by 27 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Cyclic Behavior and Liquefaction Resistance of Loose Ground Improved by Granular Columns;International Journal of Geomechanics;2024-11

2. A Method to Estimate Dynamic Pore Water Pressure Growth of Saturated Sand-Gravel Materials;Applied Sciences;2024-09-05

3. Small-strain shear strain and liquefaction resistance of sand;Géotechnique;2024-06-19

4. Revisiting the effect of relative density on cyclic liquefaction of clean and silty sands: the crossing effect;Bulletin of Earthquake Engineering;2024-04-16

5. Energy-based liquefaction assessment of partially and fully saturated clayey sands;Engineering Geology;2024-03

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