Field Research on the Treatment of Coastal Phase Liquefaction Foundation with Clay Interlayer Using Resonance Probe Compaction Method-Reference-Cited by-同舟云学术

Field Research on the Treatment of Coastal Phase Liquefaction Foundation with Clay Interlayer Using Resonance Probe Compaction Method

Published:2022-08-27 Issue:10 Volume:26 Page:4242-4252
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Wang Yuxiao^ORCID,Du Guangyin^ORCID,Liu Songyu^ORCID,Zhang Dingwen^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-022-1382-9.pdf

Reference34 articles.

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3. Bo MW, Arulrajah A, Horpibulsuk S, Leong M, Disfani MM (2014) Densification of land reclamation sands by deep vibratory compaction techniques. Journal of Materials in Civil Engineering 26(8):06014016. DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0001010

4. Bray J, Cubrinovski M, Zupan J, Taylor M (2014) Liquefaction effects on buildings in the central business district of christchurch. Earthquake Spectra 30(1):85–109, DOI: https://doi.org/10.1193/022113EQS043M

5. Cheng Y, Han J, Zhu HH, Liu SY (2019) Vibratory probe compaction effect on silty foundation treatment. China Journal of Highway and Transport 32(03):67–74, DOI: CNKI:SUN:ZGGL.0.2019-03-008

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