Experimental and analytical study on the reinforcement mechanism of in-pipe deep dynamic compaction in loose sandy soil
Author:
Funder
National Natural Science Foundation of China
Fundamental Research Funds for the Central Universities
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11440-024-02340-w.pdf
Reference39 articles.
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2. Bement R, Selby AR (1997) Compaction of granular soils by uniform vibration equivalent to vibrodriving of piles. Geotech Geol Eng 15(2):121–143. https://doi.org/10.1007/BF00880753
3. Cheng SH, Chen SS, Ge L (2021) Method of estimating the effective zone induced by rapid impact compaction. Sci Rep 11:18336. https://doi.org/10.1038/s41598-021-97912-1
4. Du JF (2019) Study on vibration propagation and reinforcement mechanism of dynamic compaction. Beihang University (in Chinese)
5. Du JF, Wu SF, Hou S, Wei YQ, Garcea G (2019) Deformation analysis of granular soils under dynamic compaction based on Stochastic Medium theory. Math Probl Eng 2019:6076013. https://doi.org/10.1155/2019/6076013
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1. Investigation of dynamic effect of rapid impact compaction;Scientific Reports;2024-09-12
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