Comparisons of cyclic response and reconsolidation volumetric strain of saturated coral sand and siliceous sand-Reference-Cited by-同舟云学术

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Comparisons of cyclic response and reconsolidation volumetric strain of saturated coral sand and siliceous sand

Published:2023-02-01 Issue: Volume: Page:1-10
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Qin You¹^ORCID,Du Xinyu¹,Xu Zihao¹,Ma Weijia²,Chen Guoxing¹³

Affiliation:

1. Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing, China

2. School of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing, China

3. Civil Engineering and Earthquake Disaster Prevention Center of Jiangsu Province, Nanjing, China

Funder

National Natural Science Foundation of China

Postgraduate Research & Practice Innovation Program of Jiangsu Province

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2023.2174462

Reference43 articles.

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1. Centrifuge modeling of seismic response of saturated coral sand with wide gradation under offshore ground motions;Soil Dynamics and Earthquake Engineering;2024-10

2. Threshold strain for the accumulation of excess pore-water pressure in saturated coral sands under complex cyclic loading patterns;Ocean Engineering;2024-10

3. Effect of complex-grain-size curves on shear modulus degradation of calcareous sand;Marine Georesources & Geotechnology;2024-06-06

4. Liquefaction susceptibility and deformation characteristics of saturated coral sandy soils subjected to cyclic loadings – a critical review;Earthquake Engineering and Engineering Vibration;2023-12-29

5. Effects of consolidation conditions on the dynamic shear modulus of saturated coral sand over a wide strain range;Engineering Geology;2023-10

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