Permeable piles: An alternative to improve the performance of driven piles

Randolph, 2003, Science and empiricism in pile foundation design, Geotechnique, 53, 847, 10.1680/geot.2003.53.10.847 Bozozuk, 1978, Soil disturbance from pile driving in sensitive clay, Can Geotech J, 15, 346, 10.1139/t78-032 Roy, 1981, Behaviour of a sensitive clay during pile driving, Can Geotech J, 18, 67, 10.1139/t81-007 Roy, 1982, Development of pore pressures in quasi-static penetration tests in sensitive clay, Can Geotech J, 19, 124, 10.1139/t82-015 Cooke, 1979, Jacked piles in London Clay: a study of load transfer and settlement under working conditions, Geotechnique, 29, 113, 10.1680/geot.1979.29.2.113 Hwang, 2001, Ground response during pile driving, J Geotech Geoenviron Eng, 127, 939, 10.1061/(ASCE)1090-0241(2001)127:11(939) White, 2004, Displacement and strain paths during plane-strain model pile installation in sand, Géotechnique, 54, 375, 10.1680/geot.2004.54.6.375 Ng, 2015, Centrifuge modelling of heating effects on energy pile performance in saturated sand, Can Geotech J, 52, 1045, 10.1139/cgj-2014-0301 Yu, 2013 Vesic, 1972, Expansion of cavities in infinite soil mass, J Soil Mech Found Div, 98 Randolph, 1979, An analytical solution for the consolidation around a driven pile, Int J Numer Anal Meth Geomech, 3, 217, 10.1002/nag.1610030302 Salgado, 1997, Cavity expansion and penetration resistance in sand, J Geotech Geoenviron Eng, 123, 344, 10.1061/(ASCE)1090-0241(1997)123:4(344) Baligh, 1985, Strain path method, J Geotech Eng, 111, 1108, 10.1061/(ASCE)0733-9410(1985)111:9(1108) Poulos, 1994, Effect of pile driving on adjacent piles in clay, Can Geotech J, 31, 856, 10.1139/t94-102 Sagaseta, 2001, Prediction of ground movements due to pile driving in clay, J Geotech Geoenviron Eng, 127, 55, 10.1061/(ASCE)1090-0241(2001)127:1(55) Ni P, Song L, Mei G, Zhao Y. A generalized nonlinear softening load transfer model for axially loaded piles. Int J Geomech; 2016 [in press]. Saiyar, 2016, Response of pipelines of differing flexural stiffness to normal faulting, Géotechnique, 66, 275, 10.1680/jgeot.14.P.175 Weerasekara, 2008, Mobilization of soil loads on buried, polyethylene natural gas pipelines subject to relative axial displacements, Can Geotech J, 45, 1237, 10.1139/T08-043 Wijewickreme, 2009, Response of buried steel pipelines subjected to relative axial soil movement, Can Geotech J, 46, 735, 10.1139/T09-019 Chow, 1990, A theoretical study of pile heave, Geotechnique, 40, 1, 10.1680/geot.1990.40.1.1 Sagaseta, 1987, Analysis of undrained soil deformation due to ground loss, Geotechnique, 37, 301, 10.1680/geot.1987.37.3.301 Xu, 2001, 3-D elastic analysis of vertical piles subjected to “passive” loadings, Comput Geotech, 28, 349, 10.1016/S0266-352X(00)00024-0 Koumoto T, Kaku K. Three-dimensional analysis of static cone penetration into clay. In: Proc 2nd European symp on penetration testing; 1982. p. 635–40. Masouleh, 2008, Application of a continuum numerical model for pile driving analysis and comparison with a real case, Comput Geotech, 35, 406, 10.1016/j.compgeo.2007.08.009 Said, 2009, Axisymmetric finite element analysis of pile loading tests, Comput Geotech, 36, 6, 10.1016/j.compgeo.2008.02.011 Sheng, 2005, Finite element analysis of pile installation using large-slip frictional contact, Comput Geotech, 32, 17, 10.1016/j.compgeo.2004.10.004 Song, 2005, Pore pressure response of saturated soils around a penetrating object, Comput Geotech, 32, 37, 10.1016/j.compgeo.2004.11.003 Qiu, 2011, Application of a coupled Eulerian-Lagrangian approach on geomechanical problems involving large deformations, Comput Geotech, 38, 30, 10.1016/j.compgeo.2010.09.002 Hamad, 2016, Formulation of the axisymmetric CPDI with application to pile driving in sand, Comput Geotech, 74, 141, 10.1016/j.compgeo.2016.01.003 Ni P, Moore ID, Take WA. Numerical modeling of normal fault-pipeline interaction and comparison with centrifuge tests. Soil Dynam Earthq Eng; 2016 [in press]. Bowles, 1996 Das, 1999 Li, 2012 Abusharar, 2009, Finite element modeling of the consolidation behavior of multi-column supported road embankment, Comput Geotech, 36, 676, 10.1016/j.compgeo.2008.09.006 Hird, 2000, Model study of seepage in smear zones around vertical drains in layered soil, Geotechnique, 50, 89, 10.1680/geot.2000.50.1.89