Modeling wheel-induced rutting in soils: Indentation

Journal of Terramechanics

Volumn 45, Issue 6, 2008, Pages 201-211

  Hambleton, J P ^a   Drescher, A ^a  

^a UNIVERSITY OF MINNESOTA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY MINERALS; SOILS; THREE DIMENSIONAL;

ANALYTIC APPROACHES; ANALYTIC MODELING; FINITE ELEMENT CODES; INDENTATION PROCESS; INDENTATION TESTS; MATERIAL PARAMETERS; PRELIMINARY EXPERIMENTAL DATUM; SOIL STRENGTHS; THEORETICAL RESULTS; THREE-DIMENSIONAL EFFECTS; TWO-DIMENSIONAL NUMERICAL SIMULATIONS; WHEEL ROLLINGS;

WHEELS;

EID: 61449252801     PISSN: 00224898     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jterra.2008.11.001     Document Type: Article

References (43)

1. Li Q., Ayers P.D., and Anderson A.B. Prediction of impacts of wheeled vehicles on terrain. J Terramech 44 2 (2007) 205-215
2. Hambleton JP. Modeling test rolling in clay, MS Thesis, University of Minnesota, Minneapolis; 2006.
3. Hambleton JP, Drescher A. Modeling test rolling on cohesive subgrades. In: Proceedings of the international conference on advanced characterisation of pavement and soil engineering mater, vol. 1, Athens, Greece; 2007. p. 359-368.
4. Bekker M.G. Introduction to terrain-vehicle systems (1969), University of Michigan Press, Ann Arbor
5. Karafiath L.L., and Nowatzki E.A. Soil mechanics for off-road vehicle engineering (1978), Trans Tech Publications, Clausthal
6. Wong J.Y. Theory of ground vehicles (2001), Wiley, New York
7. Johnson K.L. Contact mechanics (1985), Cambridge University Press, Cambridge
8. Bishop R.F., Hill R., and Mott N. The theory of indentation and hardness tests. Proc Phys Soc 57 (1945) 47-159
9. Mulhearn T. Deformation of metals by Vickers-type pyramidal indenters. J Mech Phys Solids 7 (1959) 85-96
10. Lawn B., and Marshall D. Hardness, toughness, and brittleness: an indentation analysis. J Am Ceramic Soc 62 7 (1979) 347-350
11. Yu W., and Blanchard J.P. An elastic-plastic indentation model and its solutions. J Mater Res 11 9 (1996) 2358-2367
12. Mesarovic S.D., and Fleck N.A. Spherical indentation of elastic-plastic solids. Proc R Soc A 455 (1999) 2707-2728
13. Da Silva Botelho T., Progri R., Inglebert G., and Robbe-Valloire F. Elastoplastic indentation of a layered half-space with an infinite-length cylinder. Mech Mater 37 6 (2005) 629-639
14. Kucharski S., and Mroz Z. Identification of yield stress and plastic hardening parameters from a spherical indentation test. Int J Mech Sc 49 11 (2007) 1238-1250
15. Hill R., Lee E.H., and Tupper S.J. The theory of wedge indentation of ductile materials. Proc R Soc A 188 (1947) 273-289
16. Drescher A., Kwaszczynska K., and Mroz Z. Static and kinematics of the granular medium in the case of wedge indentation. Arch Mech Stos 19 (1967) 99-113
17. Drescher A., and Michalowski R.L. Density variation in pseudo-steady plastic flow of granular media. Geotechnique 34 1 (1984) 1-10
18. Michalowski R.L. Limit analysis of quasi-static pyramidal indentation of rock. Int J Rock Mech Min Sci 22 1 (1985) 31-38
19. Michalowski R.L. An approximate solution to a problem of pseudo-steady flow of strain-hardening material. Int J Mech Sci 28 4 (1986) 195-200
20. Huang H., Damjanac B., and Detournay E. Normal wedge indentation in rocks with lateral confinement. Rock Mech Rock Eng 31 2 (1998) 81-94
21. Alehossein H., Detournay E., and Huang H. An analytical model for the indentation of rocks by blunt tools. Rock Mech Rock Eng 33 4 (2000) 267-284
22. Abo-Elnor M., Hamilton R., and Boyle J.T. 3D Dynamic analysis of soil-tool interaction using the finite element method. J Terramech 40 1 (2003) 51-62
23. Fervers C.W. Improved FEM simulation model for tire-soil interaction. J Terramech 41 2-3 (2004) 87-100
24. Liu C.H., and Wong J.Y. Numerical simulations of tire-soil interaction based on critical state soil mechanics. J Terramech 33 5 (1996) 209-221
25. Chiroux R.C., Foster W.A., Johnson C.E., Shoop S.A., and Raper R.L. Three-dimensional finite element analysis of soil interaction with a rigid wheel. Appl Math Comp 162 2 (2005) 707-722
26. Cinar A., and Sinclair G.B. Quasi-static normal indentation of an elasto-plastic half-space by a rigid circular cylinder of infinite length. Int J Solids Struct 22 8 (1986) 919-934
27. ABAQUS Version 6.6 Documentation. Providence: ABAQUS, Inc.; 2004.
28. Prandtl L. Über die Eindringungsfestigkeit (Härte) plastischer Baustoffe und die Festigkeit von Schneiden. Zeit Ang Math Mech 1 1 (1921) 15-20
29. Meyerhof G.G. Some recent research on bearing capacity of foundations. Can Geotech J 1 1 (1963) 16-26
30. Terzaghi K. Theoretical soil mechanics (1943), Wiley, New York
31. Hetherington J.G., and Littleton I. The rolling resistance of towed, rigid wheels in sand. J Terramech 15 2 (1978) 95-105
32. Kim K.U., and Shin B.S. Modeling motion resistance of rigid wheels. J Terramech 22 4 (1986) 225-236
33. Butterfield R., and Andrawes K.Z. An investigation of a plane strain continuous penetration problem. Geotechnique 22 4 (1972) 597-617
34. Waters A.J., and Drescher A. Modeling plug flow in bins/hoppers. Powd Techn 113 1 (2000) 168-175
35. White D.J., Take W.A., and Bolton M.D. Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Geotechnique 53 7 (2003) 619-731
36. Cox A.D., Eason G., and Hopkins H.G. Axially symmetric plastic deformations in soils. Roy Soc Phil Trans A 254 1036 (1961) 1-45
37. Vardoulakis I., and Sulem J. Bifurcation analysis in geomechanics (1995), Chapman and Hall, London
38. Swenson JN, Guzina BB, Labuz JF, Drescher A. Moisture effects on PVD and DCP measurements. Report No. MN/RC-2006-26, Minnesota Department of Transportation, Research Services Section, St. Paul; 2006.
39. Przeslawski PA. Characterization of granular base materials using portable vibratory deflectometer and bender element testing, MS Thesis, University of Minnesota, Minneapolis; 2004.
40. Reissner H. Zum Erddruckproblem. In: Proceedings of the first international congress on applied mechanics, Delft, The Netherlands; 1924. p. 295-311.
41. Vesic A.S. Analysis of ultimate loads of shallow foundations. J Soil Mech Found Div ASCE 99 1 (1970) 45-73
42. De Beer E.E. Experimental determination of the shape factors and bearing capacity factors of sand. Geotechnique 20 4 (1970) 387-411
43. Hansen JB. A revised and extended formula for bearing capacity. Bulletin 28, Danish Geotechnical Institute, Copenhagen; 1970.