Analytical approach for lateral dynamic behaviours of pipe piles enhanced by cement-improved soil in unsaturated ground
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11440-024-02373-1.pdf
Reference49 articles.
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2. Anoyatis G, Lemnitzer A (2017) Dynamic pile impedances for laterally–loaded piles using improved Tajimi and Winkler formulations. Soil Dyn Earthq Eng 92:279–297
3. Bergado D, Jamsawang P, Voottipruex P, Cheang W (2009) Behavior of deep cement mixing (DCM) and stiffened deep cement mixing (SDCM) piles under full scale tests and embankment loading. In: Proceedings of the 1st international symposium on ground improvement technologies and case histories, Singapore, pp 9–12
4. Cao X, Wang S, Gong W, Wu W, Dai G, Zhou F (2022) Experimental and theoretical study on dynamic stiffness of floating single pile and pile groups in multi-layered soil. Soil Dyn Earthq Eng 157:107282
5. Cui C, Liang Z, Xu C, Xin Y, Wang B (2023) Analytical solution for horizontal vibration of end-bearing single pile in radially heterogeneous saturated soil. Appl Math Model 116:65–83
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1. Analysis of lateral dynamic responses of end-bearing friction pipe pile considering the second-order effect;Soil Dynamics and Earthquake Engineering;2024-11
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