Liquefaction Resistance of Porous Material and Its Application
Author:
Affiliation:
1. Kyungpook National University
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/17/10_v10.OS-6-06/_pdf
Reference21 articles.
1. 1) ASTM D2487-11. 2014. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). Annual Book of ASTM Standards 04.08 261-272.
2. 2) Bao, X., Z. Jin, H. Cui, X. Chen, and X. Xie. 2019. “Soil liquefaction mitigation in geotechnical engineering: An overview of recently developed methods.” Soil Dynamics and Earthquake Engineering, 120: 273–291. https://doi.org/10.1016/j.soildyn.2019.01.020.
3. 3) Evans, M. D., and S. Zhou. 1995. “Liquefaction Behavior of Sand-Gravel Composites.” Journal of Geotechnical Engineering, 121 (3): 287–298. https://doi.org/10.1061/(ASCE)0733-9410(1995)121:3(287).
4. 4) Guoxing, C., W. Qi, S. Tian, Z. Kai, Z. Enquan, X. Lingyu, and Z. Yanguo. 2021. “Cyclic Behaviors of Saturated Sand-Gravel Mixtures under Undrained Cyclic Triaxial Loading.” Journal of Earthquake Engineering, 25 (4): 756–789. https://doi.org/10.1080/13632469.2018.1540370.
5. 5) Huang, Y., and Z. Wen. 2015. “Recent developments of soil improvement methods for seismic liquefaction mitigation.” Natural Hazards, 76 (3): 1927–1938. https://doi.org/10.1007/s11069-014-1558-9.
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