Modelling of soil–structure interaction for a piled bridge abutment in plane strain FEM analyses
Tài liệu tham khảo
Ellis EA. Soil–structure interaction for full-height piled bridge abutments constructed on soft clay. PhD thesis, University of Cambridge, 1997.
Springman SM, Bolton MD. The effect of surcharge loading adjacent to piled foundations. UK Transport & Road Research Laboratory Contractor Report 196, 1990.
Britto, 1987
Springman SM. Lateral loading of piles due to simulated embankment construction. PhD thesis, University of Cambridge, 1989.
Bransby MF. Piled foundations adjacent to surcharge loads. PhD thesis, University of Cambridge, 1995.
Bransby, 1996, 3-D finite element modelling of pile groups adjacent to surcharge loads, Computers & Geotechnics, 19, 301, 10.1016/0266-352X(95)00001-Q
Randolph MF. Pilot study of lateral loading of piles due to soil movement caused by embankment loading. Report for the Department of Transport (HECB), 1981.
Springman SM. Lateral loading on piles due to embankment construction. MPhil thesis, University of Cambridge, 1984.
Naylor DJ. Finite element study of embankment loading on piles. Report for the Department of Transport (HECB), 1982.
Stewart DP. Lateral loading of piled bridge abutments due to embankment construction. PhD thesis, University of Western Australia, 1992.
Hird, 1992, Finite element modelling of vertical drains beneath embankments on soft ground, Géotechnique, 42, 499, 10.1680/geot.1992.42.3.499
Russell D. An element to model thin, highly permeable materials in 2-D finite element consolidation analysis. In: Proc. 2nd European Spec. Conf. on Num. Meth. in Geo. Eng., Santander, 1992. p. 303–10.
Baguelin, 1997, Theoretical study of lateral reaction mechanism of piles, Géotechnique, 27, 405, 10.1680/geot.1977.27.3.405
Stewart, 1993, Numerical modelling of piled bridge abutments on soft ground, Computers and Geotechnics, 15, 21, 10.1016/0266-352X(93)90015-Y
Grant RJ, Stallebrass SE, Taylor RN. Prediction of pre-failure ground movements; physical and numerical techniques. In: Proc. 14th ICSMFE, Hamburg, 1997.
Dasari GR. Modelling the variation of soil stiffness during sequential construction. PhD thesis, University of Cambridge, 1996.
Viggiani, 1995, Stiffness of fine-grained soil at very small strains, Géotechnique, 45, 249, 10.1680/geot.1995.45.2.249
Masing. Eigenspannung und verestigung beim messing. In: Proc. 2nd Int. Congress of Applied Mechanics, Zürich, 1926.
Narasimha Rao, 1996, A simplified method of calculating the lateral load capacity of rigid piles in clay, Ground Engineering, 29, 38
Randolph, 1981, The response of flexible piles to lateral loading, Géotechnique, 31, 247, 10.1680/geot.1981.31.2.247
Mandel, 1972, Force portante d'un sol sur une assise rigide (étude théorique), Géotechnique, 22, 79, 10.1680/geot.1972.22.1.79
Davis, 1973, The effect of increasing strength with depth on the bearing capacity of clays, Géotechnique, 23, 551, 10.1680/geot.1973.23.4.551
Jewell, 1988, The mechanics of reinforced embankments on soft soils, Geotextiles & Geomembranes, 7, 237, 10.1016/0266-1144(88)90001-5