Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities

Soil Dynamics and Earthquake Engineering

Volumn 26, Issue 5, 2006, Pages 363-376

  Gerolymos, Nikos ^a   Gazetas, George ^a  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

Author keywords

Caisson; Cyclic loading; Interface nonlinearities; Lateral loading; Sliding; Soil caisson interaction; Uplifting; Winkler model

Indexed keywords

CAISSONS; CYCLIC LOADS; DYNAMIC RESPONSE; ELASTICITY; FINITE DIFFERENCE METHOD; FOUNDATIONS; MATHEMATICAL MODELS; NUMERICAL METHODS; SOIL MECHANICS; TIME DOMAIN ANALYSIS;

INTERFACE NONLINEARITIES; LATERAL LOADING; SOIL-CAISSON INTERACTION; WINKLER MODEL;

SOIL STRUCTURE INTERACTIONS;

CAISSON; EARTHQUAKE ENGINEERING; FOUNDATION; SEISMIC RESPONSE;

EID: 33644672576     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2005.12.002     Document Type: Article

References (31)

1. Gerolymos N, Gazetas G. Static and dynamic response of massive caisson foundations with soil and interface nonlinearities-validation and results. Soil Dyn Earthq Eng, in press, doi: 10.1016/ j.soildyn.2005.12.001.
2. Gerolymos N, Gazetas G. Winkler model for lateral response of rigid caisson foundations in linear soil. Soil Dyn Earthq Eng, in press, doi: 10.1016/j.soildyn.2005.12.003.
3. R. Bouc Modele mathematique d' hysteresis Acustica 21 1971 16-25 [in French]
4. Y.K. Wen Method for random vibration of hysteretic systems J Eng Mech ASCE 102 1976 249-263
5. N. Gerolymos G. Gazetas Constitutive model for 1D cyclic soil behaviour applied to seismic analysis of layered deposits Soils Found 45 3 2005 147-159
6. N. Gerolymos G. Gazetas Phenomenological model applied to inelastic response of soil-pile interaction systems Soil Found 45 4 2005 119-132
7. T.T. Baber Y.K. Wen Random vibration of hysteretic degrading systems J Eng Mech ASCE 107 1981 1069-1087
8. T.T. Baber M.N. Noori Random vibration of degrading systems with pinching hysteresis ASCE J Eng Mech Div III 8 1985 1010-1026
9. M.C. Constantinou A. Mokha A.M. Reinhorn Teflon bearings in base isolation. Part 2. Modeling J Struct Eng ASCE 116 ST2 1990 455-474
10. Pires JA, Ang AHS, Katayama I. Probabilistic analysis of liquefaction. Proceedings of fourth international conference on soil dynamic and earthquake engineering, Mexico; 1989.
11. Loh CH, Cheng CR, Wen YK. Probabilistic analysis of liquefaction. Proceedings of fourth international conference on soil dynamic and earthquake engineering, New Zealand; 1995.
12. A. Trochanis J. Bielak P. Christiano Simplified model for analysis of one or two piles J Geotech Eng ASCE 120 1994 308-329
13. D. Badoni N. Makris Nonlinear response of single piles under lateral inertial and seismic loads Soil Dyn Earthq Eng 15 1995 29-43
14. Matlock H. Correlations for design of laterally loaded piles in soft clay. Paper No. OTC 1204. Proceedings, second annual offshore technology conference, vol. 1, Houston, Texas; 1970. p. 577-94.
15. Reese LC, Cox WR, Koop FD. Field testing and analysis of laterally loaded piles in stiff clay. Paper no. OTC 2312. Proceedings, seventh offshore technology conference, vol. II, Houston, Texas; 1975. p. 672-90.
16. H.S. Yu R.K. Rowe Plasticity solutions for soil behaviour around contracting cavities and tunnels Int J Numer Anal Methods Geomech 23 1999 1245-1279
17. J.M. Duncan L.T. Evans Jr P.S.K. Ooi Lateral load analysis of single piles and drilled shafts J Geotech Eng Div ASCE 120 5 1994 1018-1033
18. B.B. Broms Lateral resistance of piles in cohesionless soils J Soil Mech Found Div ASCE 90 3 1964 123-156
19. FEMA 356/ASCE. Seismic rehabilitation prestandard. Fed Emerg Manage Agency; November 2000.
20. N. Allotey M.H. El Naggar Analytical moment-rotation curves for riged foundations based on a Winkler model Soil Dyn Earthq Eng 23 5 2003 367-381
21. H. Taiebat J.P. Carter Numerical studies of the bearing capacity of shallow footings on the cohesive soil subjected to combined loading Geotechnique 50 4 2000 409-418
22. J.D. Murff Limit analysis of multi-footing foundation sytems H.J. Siriwardane M.M. Zaman Proceedings of the international conference on computer methods and advanced geomechanics, Morgantown 1994 Balkema Rotterdam p. 233-44
23. M.F. Bransby M.F. Randolf Combined loading of skirted foundations Geotechnique 48 1998 637-655
24. Poulos HG, Carter JP, Small JC. Foundations and retaining structures-research and practice. Proceedings of 15th international conference of soil mechanics and geotechnical engineering, Istanbul, vol. 4; p. 1-80.
25. N. Makris Y.S. Roussos Rocking response of rigid blocks under near-source ground motions Geotechnique 50 3 2000 243-262
26. C. Cremer A. Pecker L. Davenne Modelling of nonlinear dynamic behaviour of a shallow strip foundation with macro-element J Earthq Eng 6 2 2002 175-211
27. Gazetas G, Apostolou M. Nonlinear soil-structure interaction: Foundation uplifting and soil yielding. Proceedings of third joint United States-Japan workshop on soil-structure interaction, California; 2004.
28. G. Gazetas Analysis of machine foundation vibrations: State of the art Int J Soil Dyn Earthq Eng 2 1983 2-42
29. A.S. Veletsos Y.T. Wei Lateral and rocking vibrations of footings J Soil Mech Found Div ASCE 97 9 1971 1227-1248
30. J.E. Luco R.A. Westmann Dynamic response of circular footings Int Eng Mech Div ASCE 97 1971 1381-1395
31. M.F. Randolph C.P. Wroth Analysis of deformation of vertically loaded piles J Geotech Eng Div ASCE 104 12 1978 1465-1488