Model Tests of Jacked-Pile Penetration into Sand Using Transparent Soil and Incremental Particle Image Velocimetry
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-020-1643-4.pdf
Reference54 articles.
1. Arshad MI, Tehrani FS, Prezzi M (2014) Experimental study of cone penetration in silica sand using digital image correlation. Géotechnique 64(7):551–569, DOI: https://doi.org/10.1680/geot.13.P.179
2. Baligh MM (1985) Strain path method. Journal of Geotechnical Engineering 111(9):1108–1136, DOI: https://doi.org/10.1061/(ASCE)0733-9410(1985)111:9(1108)
3. Basu P, Loukidis D, Prezzi M (2014) The mechanics of friction fatigue in jacked piles installed in sand. Geo-Congress 2014, February 23–26, Atlanta, Georgia, DOI: https://doi.org/10.1061/9780784413265.044
4. Bozozuk M, Fellenius BH, Samson L (1978) Soil disturbance from pile driving in sensitive clay. Canadian Geotechnical Journal 15(3): 346–361, DOI: https://doi.org/10.1139/t78-032
5. Cao ZH, Kong GQ, Liu HL, Zhou H (2014) Model test on deformation characteristic of pile driving in sand using PIV technique. Engineering Mechanics 31(8):168–174, DOI: https://doi.org/10.6052/j.issn.1000-4750.2013.03.0217 (in Chinese)
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