Experimental study of the bearing capacity of a drainage pipe pile under vacuum consolidation
Author:
Publisher
Zhejiang University Press
Subject
General Engineering
Link
https://link.springer.com/content/pdf/10.1631/jzus.A2100585.pdf
Reference33 articles.
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2. Bian XC, Fu L, Zhao C, et al., 2021. Pile foundation of highspeed railway undergoing repeated groundwater reductions. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 22(4):277–295. https://doi.org/10.1631/jzus.A2000235
3. Carter JP, Booker JR, Yeung SK, 1986. Cavity expansion in cohesive frictional soils. Géotechnique, 36(3):349–358. https://doi.org/10.1680/geot.1986363349
4. Cui XZ, Zhang J, Chen D, et al., 2018. Clogging of pervious concrete pile caused by soil piping: an approximate experimental study. Canadian Geotechnical Journal, 55(7):999–1015. https://doi.org/10.1139/cgj-2017-0238
5. Gui MW, Bolton MD, Garnier J, et al., 1998. Guidelines for cone penetration tests in sand. Centrifuge 98: International Conference, p.155–160.
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