Non-linear finite element analysis of cone penetration in layered sandy loam soil - Considering precompression stress state

Journal of Terramechanics

Volumn 46, Issue 5, 2009, Pages 229-239

  Tekeste, M Z ^a   Tollner, E W ^a   Raper, R L ^b   Way, T R ^b   Johnson, C E ^c  

^a University of Georgia   (United States)

^b AGRICULTURAL RESEARCH SERVICE   (United States)

^c AUBURN UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

AUBURN UNIVERSITIES; AXISYMMETRIC FINITE ELEMENTS; BULK DENSITY; COMPACTION MODELS; COMPACTION TREATMENT; CONE PENETRATION; CONE PENETRATION RESISTANCE; DRUCKER-PRAGER; ELASTIC PARAMETERS; FE FORMULATION; FE MODEL; FINITE ELEMENT; GRANULAR SOILS; LAYERED SOILS; MATERIAL HARDENING; NON-LINEAR; NON-LINEAR FINITE-ELEMENT ANALYSIS; POISSON'S RATIO; PRE-COMPRESSION; RIGID CONES; SANDY LOAM SOILS; SOIL CHAMBER; SOIL COMPACTION; SOIL DYNAMICS; SOIL LAYER; SOIL MOISTURE CONTENT; STRAIN BEHAVIORS; STRESS STATE; STRESS-STRAIN RELATIONSHIPS; SURFACE CONTACT; YOUNG'S MODULUS;

ABAQUS; COMPACTION; ELASTICITY; GEOLOGIC MODELS; GROUNDWATER; HARDENING; MOISTURE DETERMINATION; PERMITTIVITY; POISSON RATIO; SOIL CONDITIONERS; SOIL MECHANICS; SOIL MOISTURE; STRESS-STRAIN CURVES; YIELD STRESS;

FINITE ELEMENT METHOD;

EID: 69249220088     PISSN: 00224898     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jterra.2009.05.005     Document Type: Article

References (47)

1. Perumpral J.V. Cone penetrometer applications - a review. Trans ASAE 30 4 (1987) 939-944
2. Raper R.L. Vehicle traffic impacts on soil. J Terramech 42 3-4 (2005) 259-280
3. ASAE Standard 4E. S313.2: soil cone penetrometer. St. Joseph (MI): ASAE; 1999. p. 259-80.
4. ASAE Standard 4E. EP542: procedures for using and reporting data obtained with the soil cone penetrometer. St. Joseph (MI): ASAE; 1999. p. 964-66.
5. Farrell D.A., and Greacen E.L. Resistance to penetration on fine probes in compressible soil. Aust J Soil Res 4 (1966) 1-17
6. Gill W.R. Influence of compaction hardening of soil on penetration resistance. Trans ASAE 11 6 (1968) 741-745
7. Gill WR, Vanden Berg GE. Soil dynamics in tillage and traction. Agriculture handbook no. 316. Washington (DC, USA): USDA-Agricultural Research Service; 1968.
8. Sanglerat G. Interpretation of penetration diagrams - theory and practice. Developments in geotechnical engineering (1972), Elsevier, Amsterdam (The Netherlands)
9. Mulqueen J., Stafford V., and Tanner D.W. Evaluation of penetrometers for measuring soil strength. J Terramech 14 (1977) 137-151
10. Lunne T., Robertson P.K., and Powell J.J.M. Cone penetration testing in geotechnical practices (1997), Blackie Acadamic and Professional, London (UK)
11. Terzaghi K. Theoretical soil mechanics (1943), Wiley Inc., New York (NY)
12. Meyerhof G.G. The ultimate bearing capacity of foundations. Géotechnique 2 4 (1951) 301-332
13. Hu G.C.Y. Bearing capacity of foundations with overburden shear. Sols Soils 13 (1965) 11-18
14. Rohani RB, Baladi GY. Correlation of mobility cone index with fundamental engineering properties of soil. In: Proc. of the 7th int. conf. of the society for terrain-vehicle systems, vol. 3,Calgary, Alberta, Canada; 1981. p. 959-90.
15. Teh CI. An analytical study of the cone penetration test. Ph.D. Thesis, Oxford University, Hertford College, Oxford, UK; 1987.
16. Yu H.S., and Mitchell J.K. Analysis of cone resistance: review of methods. J Geotech Geoenviron Eng 141 2 (1998) 140-149
17. Bishop R.F., Hill R., and Mott N.F. The theory of indentation and hardness. Proc Phys Soc 57 3 (1945) 147-159
18. Tollner E.W., Verma B.P., and Cheshire J.M. Observing soil-tool interactions and soil organics using X-ray computer tomography. Trans ASAE 30 6 (1987) 1605-1610
19. Johnson BJ. A statistical micromechanical theory of cone penetration in granular materials. Technical report ERDC/CRREL TR-03-3; 2003.
20. Fielke J.M. Finite element modeling of the interactions of cutting edge of tillage implements with soil. J Agric Eng Res 74 (1999) 91-101
21. Mouazen A.M., and Neményi M. Finite element analysis of subsoiler cutting in non-homogeneous sandy loam soil. Soil Till Res 51 1-2 (1999) 1-15
22. Raper R.L., and Erbach D.C. Prediction of soil stresses using the finite element method. Trans ASAE 33 (1990) 725-730
23. Chiroux R.C., Foster Jr. W.A., Johnson C.E., Shoop S.A., and Raper R.L. Three-dimensional finite element analysis of soil interaction with rigid wheel. Appl Math Comput 162 (2005) 707-722
24. Foster Jr. W.A., Johnson C.E., Chiroux R.C., and Way T.R. Finite element simulation of cone penetration. Appl Math Comput 162 (2005) 735-749
25. Upadhyaya S.K., Rosa U.A., and Wulfsohn D. Application of the finite element method in agricultural soil mechanics. In: Upadhyaya S.K., Chancellor W.J., Perumpral J.V., Schafer R.L., Gill W.R., and VandenBerg G.E. (Eds). Advances in soil dynamics vol. 2 (2002), ASAE, St. Joseph (MI) 117-153 [chapter 2]
26. Markauskas D., Kacianauskas R., and Suksta M. Modeling the cone penetration test by the finite element method. J Found Civil Environ Eng 2 (2002) 125-139
27. Tekeste M.Z., Raper R.L., Tollner E.W., and Way T.R. Finite element analysis of cone penetration in soil for prediction of hardpan location. Trans ASAE 50 1 (2006) 23-31
28. Chen W.F., and Mizuno E. Non-linear analysis in soil mechanics: theory and implementation. Developments in geotechnical engineering vol. 53 (1990), Elsevier Science Publishing Company Inc., New York (NY)
29. Koolen A.J., and Kuipers H. Agricultural soil mechanics. Advanced series in agricultural sciences vol. 13 (1983), Springer-Verlag, Berlin (Germany)
30. Hillel D. Environmental soil physics (1998), Academic Press, A Division of Harcourt Brace and Company, San Diego (CA)
31. Shen J., and Kushwaha R.L. Soil-machine interaction a finite element perspective (1998), Marcel Dekker, Inc., New York (NY)
32. Bailey A.C., and Johnson C.E. A soil compaction model for cylindrical stress states. Trans ASAE 32 3 (1989) 822-825
33. Wulfsohn D., and Adams B.A. Elastoplastic soil mechanics. In: Upadhyaya S.K., Chancellor W.J., Perumpral J.V., Schafer R.L., Gill W.R., and VandenBerg G.E. (Eds). Advances in soil dynamics vol. 2 (2002), ASAE, St. Joseph (MI) 1-116 [chapter 1]
34. Atkinson J.H., and Bransby P.L. The mechanics of soils: an introduction to critical soil mechanics (1978), McGraw Hill Book Co., London (UK)
35. Wood M.D. Soil behavior and critical state soil mechanics (1990), University Press, Cambridge (UK)
36. ABAQUS, Version 6.4. ABAQUS theory manual. Providence (RI, USA): ABAQUS, Inc.; 2004.
37. ABAQUS, Version 6.4. ABAQUS/Explicit. Providence (RI, USA): ABAQUS, Inc.; 2004.
38. U.S. Navy. Soil mechanics, foundations, and earth structures. NAVFAC design manual DM-7,Washington, DC; 1971.
39. Holtz R.D., and Kovacs W.D. Geotechnical engineering (1981), Prentice Hall Inc., Upper Saddle River (NJ)
40. Abdulla A.A., and Kiousis P.D. Behavior of cemented sands, part I: testing. Int J Numer Anal Meth Geomech 21 (1997) 533-547
41. Bolton M.D. Geotechnique 36 1 (1986) 65-78
42. Susila E., and Hryciw R.D. Large displacement FEM modeling of the cone penetration test (CPT) in normally consolidated soil. Int J Numer Anal Meth Geomech 27 (2003) 585-602
43. Bailey A.C., Johnson C.E., and Schafer R.L. A model for agricultural soil compaction. J Agric Eng Res 33 (1986) 257-262
44. Bailey AC, Johnson CE. Soil critical state behavior in the NSDL-AU model. ASAE Paper 96-1064. St. Joseph (MI): ASAE; 1996.
45. Sintech 2/G. Universal testing machine. Cary (NC): MTS Systems Corporation Inc.; 2004.
46. Batchelor J.A. Properties of bin soils (1984), National Tillage Machinery Laboratory, USDA-ARS, Auburn (AL)
47. SAS, Ver. 8.02. Cary (NC): SAS Institute, Inc.; 1999-2001.