Shaft capacity of the pre-bored grouted planted pile in dense sand
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API (2010) Recommended practice for planning, designing and constructing fixed offshore platforms-working stress design, API RP2A, 20th edn. American Petroleum Institute, Washington
Boulon M, Foray P (1986) Physical and numerical simulation of lateral shaft friction along offshore piles in sand. In: Proceedings of 3rd international conference on numerical methods in offshore piling, Nantes, pp 127–147
Chu LM, Yin JH (2005) Comparison of interface shear strength of soil nails measured by both direct shear box tests and pullout tests. J Geotech Geoenviron Eng 131(9):1097–1107
Desai CS, Drumm EC, Zaman MM (1985) Cyclic testing and modeling of interfaces. J Geotech Eng 111(6):793–815
Desai CS, Pradhan SK, Cohen D (2005) Cyclic testing and constitutive modeling of saturated sand–concrete interfaces using the disturbed state concept. Int J Geomech 5(4):286–294
Doherty P, Gavin K (2011) The shaft capacity of displacement piles in clay: a state of the art review. Geotech Geol Eng 29(4):389–410
Doherty P, Gavin K (2011) Shaft capacity of open-ended piles in clay. J Geotech Geoenviron Eng 137(10):1090–1102
Fakharian K, Evgin E (1997) Cyclic simple-shear behavior of sand-steel interfaces under constant normal stiffness condition. J Geotech Geoenviron Eng 123(12):1096–1105
Fioravante V (2002) On the shaft friction modelling of non-displacement piles in sand. Soils Found 42(2):23–33
Gavin KG, Cadogan D, Casey P (2009) Shaft capacity of continuous flight auger piles in sand. J Geotech Geoenviron Eng 135(6):790–798
Kishida H, Uesugi M (1987) Tests of the interface between sand and steel in the simple shear apparatus. Geotechnique 37(1):45–52
Kraft LM, Focht JA, Amerasinghe SF (1981) Friction capacity of piles driven into clay. J Geotech Eng Div 107(11):1521–1541
Kulhawy FH (1984) Limiting tip and side resistance: fact or fallacy? Analysis and design of pile foundations. ASCE, Reston, pp 80–98
Lehane BM, Gaudin C, Schneider JA (2005) Scale effects on tension capacity for rough piles buried in dense sand. Geotechnique 55(10):709–719
Loukidis D, Salgado R (2008) Analysis of the shaft resistance of non-displacement piles in sand. Geotechnique 58(4):283–296
Mascarucci Y, Miliziano S, Mandolini A (2014) A numerical approach to estimate shaft friction of bored piles in sands. Acta Geotech 9:547–560
Peng SY, Ng CWW, Zheng G (2014) The dilatant behaviour of sand–pile interface subjected to loading and stress relief. Acta Geotech 9:425–437
Potyondy JG (1961) Skin friction between various soils and construction materials. Geotechnique 11(4):339–353
Randolph MF, Murphy BS (1985) Shaft capacity of driven piles in clay. In: Offshore technology conference, Houston, pp 371–378
Randolph MF, Wroth CP (1981) Application of the failure state in undrained simple shear to the shaft capacity of driven piles. Geotechnique 31(1):143–157
Yang J, Tham LG, Lee PKK, Chan ST, Yu F (2006) Behavior of jacked and driven piles in sandy soil. Geotechnique 56(4):245–259
Zhou JJ, Wang KH, Gong XN, Zhang RH (2013) Bearing capacity and load transfer mechanism of a static drill rooted nodular pile in soft soil areas. J Zhejiang Univ Sci A Appl Phys Eng 14(10):705–719
Zhou JJ, Gong XN, Wang KH, Zhang RH (2015) Behavior of the static drill rooted nodular piles under tension. Chin J Geotech Eng 37(3):570–576 (in Chinese)
Zhou JJ, Gong XN, Wang KH, Zhang RH, Yan TL (2016) A model test on the behavior of a static drill rooted nodular pile under compression. Mar Georesour Geotechnol 34(3):150429065916002