Anti-liquefaction Performance of Stacked Sandbags: Shaking Table Tests and Numerical Simulations-Reference-Cited by-同舟云学术

Anti-liquefaction Performance of Stacked Sandbags: Shaking Table Tests and Numerical Simulations

Published:2022-08-21 Issue:11 Volume:26 Page:4444-4457
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Tang Runze^ORCID,Sheng Tao^ORCID,Xiao Chang

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-022-1810-x.pdf

Reference29 articles.

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2. Chau KT, Shen CY, Guo X (2009) Nonlinear seismic soil-pile-structure interactions: Shaking table tests and FEM analyses. Soil Dynamics and Earthquake Engineering 29(2):300–310, DOI: https://doi.org/10.1016/j.soildyn,2008.02.004

3. Chen YM (2016) Model tests on liquefaction resistance of desaturation measures of electrolysis. Yantu Gongcheng Xuebao (Chinese Journal of Geotechnical Engineering), 2016 38(4):726–733, DOI: https://doi.org/10.11779/CJGE201604018 (in Chinese)

4. Cheng H, Yamamoto H, Thoeni K (2016) Numerical study on stress states and fabric anisotropies in soilbags using the DEM. Computers and Geotechnics 76:170–183, DOI: https://doi.org/10.1016/j.compgeo.2016.03.006

5. China Ministry of Housing and Urban-Rural Development (2016) Code for seismic design of buildings. GB 50011-2016. China Construction Industry Press (in Chinese)

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