Civil Insight: A Technical Magazine Volume 2 | Page 28

28
TEACHERS’ SECTION
CIVIL INSIGHT 2018
REFERENCES
Bolton, M.D.(1986),“The Strength and Dilatancy of Sands”,Géotechnique, 36 (1), 65-78.
Bolton, M.D.(1987),“Discussion on the Strength and Dilatancy of Sands”,Géotechnique, 37 (2), 219-226.
Kodikara, J.K.,and Moore, I.D.(1993),“Axial response of tapered piles in cohesive frictional ground”,Journal of
Geotechnical Engineering-ASCE, 119, 675-693.
Manandhar, S., Yasufuku, N.,andShomura, K.(2009),“Skin C Friction of Taper-shaped Piles in Sands”, In:
Proceedings of the ASME, 28th International Conference on Ocean, Offshore and Arctic Engineering (OMAE),
Honolulu, Hawai , USA, 93-102.
Manandhar, S.(2010),“Bearing capacity of tapered piles in sands”, PhD Thesis, Kyushu University, (Unpublished).
Manandhar, S., Yasufuku, N., Omine, K.,andTaizo, K. (2010),“Response of tapered piles in cohesionless soil
based on model tests”, Journal of Nepal Geological Society, 40, 85-92.
Manandhar, S. and Yasufuku, N.(2011),“End Bearing Capacity of Tapered Piles in Sands using Cavity Expansion
Theory”,Memoirs of the Faculty of Engineering, Kyushu University, 71 (4), 77-99.
Manandhar, S., and Yasufuku, N.(2011),“Evaluation of skin friction of tapered piles in sandsbased on Cavity
Expansion Theory”,Memoirs of the Faculty of Engineering, Kyushu University,71(4), 101-126.
Manandhar, S., and Yasufuku, N. (2013), “Vertical Bearing Capacity of Tapered Piles in Sands Using Cavity
Expansion Theory” Soils and Foundation, 53(6),DOI: 10.1016/j sandf.2013.10.005, 853-867.
Rybnikov, A.M.(1990),“Experimental Investigation of Bearing Capacity of Bored-cast-in-place Tapered Piles”,
Soil Mechanics and Foundation Engineering, 27 (2), 48-52.
Sak r, M., Naggar, E.L., M.H., and Nehdi, M.L.(2004),“Loadtransfer of fi bre-reinforced polymer (FRP) composite
tapered piles in dense sand”, Canadian Geotechnical Journal, 41 (1), 313-325.
Sakr, M., El Naggar, M.H. and Nehdi, M.L.(2005),“Uplift performance of FRP tapered piles in dense sand”,
IJPMG International Journal of Physical Modelling in Geotechnics, 2, 1-16.
Sakr, M., El Naggar, M.H., and Nehdi, M.L.(2007). “Wave equation analyses of tapered FRP-concrete piles in
dense sand”, Soil Dynamics and Earthquake Engineering, 27, 166-182. Yu, H.S. and Houlsby, G.(1991),“Finite
cavity expansion in dilatants soils: Part 1. Loading analysis”,Géotechnique, 41 (2), 173-183.