Centrifuge Tests of Macroscopic and Mesoscopic Investigation into Effects of Seismic Histories on Sand Liquefaction Resistance-Reference-Cited by-同舟云学术

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Centrifuge Tests of Macroscopic and Mesoscopic Investigation into Effects of Seismic Histories on Sand Liquefaction Resistance

Published:2020-10-05 Issue: Volume: Page:1-23
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Ye Bin¹,Xie Xiaoli¹,Zhao Teng¹,Song Sicong¹,Ma Zijun¹,Feng Xiaoqing¹,Zou Jinhang¹,Wang Huihao¹

Affiliation:

1. Department of Geotechnical Engineering, Tongji University, Shanghai, China

Funder

Program of Shanghai Academic/Technology Research Leader

National Natural Science Foundation of China

State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection

Publisher

Informa UK Limited

Subject

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

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2020.1826373

Reference39 articles.

1. Use of viscous pore fluids in dynamic centrifuge modelling

2. Experimental Study on Seismic Response Characteristics of Liquefiable Soil Layers

3. Liquefaction Resistance of Soils from Shear-Wave Velocity

4. LIQUEFACTION AND PILED FOUNDATIONS: SOME ISSUES

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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. Mesoscopic mechanism of increasing liquefaction resistance of saturated sand deposits by preshaking using centrifuge shaking table tests;Soil Dynamics and Earthquake Engineering;2024-07

3. Reliquefaction resistance of Solani sand subjected to repeated excitations using shaking table experiments;Bulletin of Earthquake Engineering;2024-05-24

4. Review on image-based non-destructive observation methods for soil meso-liquefaction process;Bulletin of Engineering Geology and the Environment;2024-05-16

5. Behavior of Sand Specimens Subjected to Cyclic Loads under Drained and Undrained Conditions in Variable Loading Amplitudes;Jordan Journal of Civil Engineering;2024-04-12

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