Evaluation of heavy roller compaction on a large-thickness layer of subgrade with full-scale field experiments
Author:
Publisher
Zhejiang University Press
Subject
General Engineering
Link
https://link.springer.com/content/pdf/10.1631/jzus.A2200201.pdf
Reference24 articles.
1. Chen AJ, Su CH, Tang XY, et al., 2019. Construction technology of large thickness vibratory compaction of hard rock embankment. E3S Web of Conferences, 136:04025. https://doi.org/10.1051/e3sconf/201913604025
2. Chen RP, Chen JM, Wang HL, 2014. Recent research on the track-subgrade of high-speed railways. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 15(12):1034–1038. https://doi.org/10.1631/jzus.A1400342
3. Chen Y, Jaksa MB, Kuo YL, et al., 2021. Discrete element modelling of the 4-sided impact roller. Computers and Geotechnics, 137:104250. https://doi.org/10.1016/j.compgeo.2021.104250
4. Cui XZ, 2010. Real-time diagnosis method of compaction state of subgrade during dynamic compaction. Geotechnical Testing Journal, 33(4):299–303. https://doi.org/10.1520/GTJ102268
5. Fujyu T, Sugawara J, Takuno H, et al., 2004. Load and deflection measurement for evaluation of ground strength with portable FWD system. Proceedings of SICE Annual Conference, p.489–492. https://doi.org/10.11499/SICEP.2004.0_48_3
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1. Physical model testing in geotechnical engineering;Journal of Zhejiang University-SCIENCE A;2022-11
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