AN EULEREAN FINITE ELEMENT MODEL FOR PENETRATION IN LAYERED SOIL
Source abstract
Abstract
An Eulerean large-strain finite element formulation is presented to simulate static soil penetration. The method is an extension of the Updated Lagrangean description to an Eulerean formulation taking into account convection of deformation-history-dependent properties as well as material properties. The strength of the soil is characterized by a non-associated Drucker–Prager criterion which depends on peak and critical friction angles. The model is applied to cone penetration in two-layer systems: (a) clay on sand and (b) sand on clay.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Geotechnical Engineering and Soil Mechanics · Geotechnical Engineering and Underground Structures · Geotechnical Engineering and Soil Stabilization
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (36)
Show source-provided references
1. Vesic · Int. J. Soil Mech. Found. Div. ASCE · 1972 · 98 · 26510.1061/JSFEAQ.0001740 ↗
2. The Strain Path Method, Lecture I, MIT Special Summer Course, MIT, Cambridge, MA 02139, 1985.
3. de Borst · Geotechnique · 1984 · 34 · 19910.1680/geot.1984.34.2.199 ↗
4. ‘Calculation of collapse loads using higher order elements’, in P. A. Vermeer and H. J. Luger (eds), Proc. IUT AM Symp. Deformation and Failure of Granular Materials, 1982, pp. 503-513.
5. and , ‘Undrained strength from CPT and finite element computations’, Proc. 6th Int. Conf. on Numer. Methods in Geom., Innsbruck, 1988, pp. 1095-1100.
6. Kiousis · Int. j. numer. anal. methods in geomech. · 1988 · 12 · 4510.1002/nag.1610120104 ↗
7. and , ‘A simplified analysis of pile penetration’, Proc. 6th Int. Conf. on Numer. Methods in Geom., Innsbruck, 1988, pp. 1043-1049.
8. Hughes · Comput. methods appl. mech. eng. · 1981 · 29 · 32910.1016/0045-7825(81)90049-9 ↗
9. ‘Arbitrary Lagrangean-Eulerean finite element method. Comp. Meth. for transient analysis’, in and (eds), Comp. methods mech., Vol. 1, North-Holland, Amsterdam, 1983.
10. Liu · Comput. methods appl. mech. eng. · 1986 · 58 · 27710.1016/0045-7825(86)90097-6 ↗
11. ‘Analysis of metal forming processes based on a combined Eulerean-Lagrangean finite element formulation’, in et al. (eds), Proc. Int. Conf. Num. Meth. Industr. Forming Processes, Pineridge Press, Swansea, 1982, pp. 501-509.
12. ‘On the simulation of thermomechanical forming processes’, Ph.D. Thesis, University of Enschede, The Netherlands, 1986.
13. ‘Models of metal plasticity; theory and experiment’, in and (eds), Plasticity Today, Elsevier, Amsterdam, 1985, pp. 97-113.
14. Johnson · Int. j. solids struct. · 1984 · 20 · 72510.1016/0020-7683(84)90061-1 ↗
15. Szabo · Int. j. solids. struct. · 1989 · 25 · 27910.1016/0020-7683(89)90049-8 ↗
16. Cheng · Int. j. numer. methods eng. · 1992 · 33 · 10110.1002/nme.1620330107 ↗
17. Stolle · Int. j. numer. anal. methods geomech. · 1992 · 16 · 29510.1002/nag.1610160405 ↗
18. McMeeking · Int. J. Solids Struct. · 1975 · 11 · 61110.1016/0020-7683(75)90033-5 ↗
19. Bathe · Int. j. numer. methods eng. · 1975 · 9 · 35310.1002/nme.1620090207 ↗
20. and , ‘On Euler-Lagrange finite element formulation in forming and fluid problems’, in et al. (eds), Proc. Int. Conf. Numer. Methods Industr. Forming Processes, Balkema, Rotterdam, 1992, pp. 45-54.
21. Reynolds · Phil. Mag. 5th Series · 1885 · 20
22. Rowe · Proc. Roy. Soc. · 1962 · 269 · 50010.1098/rspa.1962.0193 ↗
23. de Borst · Comput. struct. · 1987 · 26 · 82310.1016/0045-7949(87)90032-0 ↗
24. Schellekens · Int. j. numer. methods. eng. · 1992 · 30 · 43
25. ISSMFE, ‘Report of subcommittee on standardization of penetration testing in Europe’, Proc. 9th ISSMFE Conf., Tokyo, Vol. 3, 1977, pp. 95-152.
26. ASTM Designation D3443, Standard Method for Deep Quasi-static Cone and Friction-cone Penetration Tests in Soil, 1979.
27. Nagtegaal · Comput. methods appl. mech. eng. · 1974 · 4 · 15310.1016/0045-7825(74)90032-2 ↗
28. The Finite Element Method, Linear Static and Dynamic Finite Element Analysis, Prentice-Hall, Englewood Cliffs, N.J. 1987.
29. de Borst · Eng. Comput. · 1991 · 8 · 31710.1108/eb023842 ↗
30. Bazant · Int. j. numer. methods eng. · 1988 · 26 · 180510.1002/nme.1620260809 ↗
31. de Borst · Int. j. numer. methods in Eng. · 1992 · 35 · 52110.1002/nme.1620350307 ↗
32. ‘Wave Propagation, Localization and Dispersion in Softening Solids’, Ph.D. Thesis, Delft University of Technology, 1992.
33. and , Guidelines for Use and Interpretation of the Electric Cone Penetration Test, Hogentogler & Company Manual, 3rd edn (1986).
34. ‘The influence of gravity, prestress, compressibility and layering on soil resistance to static penetration’, Ph.D. Thesis, Berkeley, 1975.
35. Guidelines for cone penetration test, performance and design, Federal Highway Adm. Report FHW A-TS-78-209, Washington, 1978.
36. ‘Analysis of soil penetration’, Ph.D. Thesis, Delft University of Technology, ISBN 90-407-1004-X, 1994.