Effects of Earthquake-Induced Liquefaction on a Group of Piles in a Level Ground with Sloping Base Layer: a Physical Modeling
Author:
Funder
Transportation Research Institute, Ministry of Road and Urban Development of Iran
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-023-00805-9.pdf
Reference29 articles.
1. Horne JC, Kramer SL. (1998) Effect of liquefaction on pile foundations. Transportation Research Center: Research Project T9903.
2. Gao X, Ling X, Tang L, Xu P (2011) Soil–pile-bridge structure interaction in liquefying ground using shake table testing. Soil Dyn Earthq Eng 31:1009–1017. https://doi.org/10.1016/j.soildyn.2011.03.007
3. Su L, Tang L, Ling X, Ju N, Gao X (2015) Responses of reinforced concrete pile group in two-layered liquefied soils: shake-table investigations. J Zhejiang Univ 16(2):93–104
4. Tokimatsu K, Suzuki H (2004) Pore water pressure response around pile and its effects on p–y behavior during soil liquefaction. Soils Found 44(6):101–110. https://doi.org/10.3208/sandf.44.6_101
5. Wilson DW, Boulanger RW, Kutter BL (2000) Observed seismic lateral resistance of liquefying sand. Geotech Geoenviron Eng 126(10):898–906. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:10(898)
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