Reduction rate of dragload and downdrag of piles by taper angles
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://link.springer.com/content/pdf/10.1007/s12209-016-2730-y.pdf
Reference14 articles.
1. Poulos H G. A practical design approach for piles with negative friction[J]. Geotechnical Engineering, 2008, 161(1): 19–27.
2. Kong G Q, Yang Q, Luan M T. Loading sequence effects on dragload and downdrag for pile foundation[J]. Transactions of Tianjin University, 2010, 16(3): 203–208.
3. Kong G Q, Yang Q. Dragload and downdrag performances of inclined pile group embedded in consolidating soil[J]. Transactions of Tianjin University, 2011, 17(3): 175–180.
4. Yao W, Liu Y, Chen J. Characteristics of negative skin friction for superlong piles under surcharge loading[J]. International Journal of Geomechanics, 2012, 12(2): 90–97.
5. Cao W, Chen Y, Wolfe W. A new load transfer hyperbolic model for soil-pile interface and negative skin friction on single piles embedded in soft soils[J]. International Journal of Geomechanics, 2014, 14(1): 92–100.
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. 3D Numerical Modeling of Negative Skin Friction Effects on Tapered Piles in Soft Soils;Indian Geotechnical Journal;2024-05-08
2. Review of the State-of-the-Art on Response on Tapered Piles to Different Loading Conditions;Indian Geotechnical Journal;2024-01-22
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