A numerical interpretation of load tests on bored piles

Computers and Geotechnics - Tập 37 - Trang 425-430 - 2010
Luciano Tosini1, Annamaria Cividini1, Giancarlo Gioda1
1Politecnico di Milano, Department of Structural Engineering, Milan, Italy

Tài liệu tham khảo

Butterfield, 1971, The problem of pile group–pile cap interaction, Geotechnique, 21, 135, 10.1680/geot.1971.21.2.135 Coyle, 1966, Load transfer for axially loaded piles in clay, J Soil Mech Found Eng ASCE, 92, 1, 10.1061/JSFEAQ.0000850 Ottaviani, 1975, Three-dimensional finite element analysis of vertically loaded pile groups, Geotechnique, 25, 159, 10.1680/geot.1975.25.2.159 Poulos, 1968, The settlement behaviour of single, axially loaded, incompressible piles and piers, Geotechnique, 18, 351, 10.1680/geot.1968.18.3.351 Randolph, 1978, Analysis of the deformation of vertically loaded piles, J Geotech Eng ASCE, 104, 1465 Poulos, 1980 Mandolini, 1997, Settlement of piled foundations, Geotechnique, 47, 791, 10.1680/geot.1997.47.4.791 Desai, 1984, Thin-layer elements for interfaces and joints, Int J Numer Anal Meth Geomech, 8, 19, 10.1002/nag.1610080103 Cividini, 1992, A finite element analysis of direct shear tests on stiff clays, Int J Numer Anal Meth Geomech, 16, 869, 10.1002/nag.1610161203 Zienkiewicz, 1969, Elasto-plastic solutions of engineering problems. Initial-stress finite element approach, Int J Numer Meth Eng, 1, 75, 10.1002/nme.1620010107 Cividini, 2004, Pore pressure tension cut-off in two-phase finite element analysis, Comput Geotech, 31, 613, 10.1016/j.compgeo.2004.11.002 Gioda, 1987, Back analysis procedures for the interpretation of field measurements in geomechanics, Int J Numer Anal Meth Geomech, 11, 555, 10.1002/nag.1610110604