Have a personal or library account? Click to login
On Unsaturated Soil Mechanics – Personal Views on Current Research Cover

On Unsaturated Soil Mechanics – Personal Views on Current Research

Studia Geotechnica et Mechanica
Volume 37 (2015): Issue 3 (September 2015)
By: G.N. Pande and  S. Pietruszczak  
Open Access
|Nov 2015

References

  1. [1] FREDLUND D.G., RAHARDJO H., Soil mechanics for unsaturated soils, John Wiley & Sons, 1993.10.1002/9780470172759
    Search in Google Scholar
  2. [2] LU N., LIKOS W.J., Unsaturated soil mechanics, John Wiley & Sons, 2004.
    Search in Google Scholar
  3. [3] MURRAY E.J., SHIVKUMAR V., Unsaturated Soils: A fundamental interpretation of soil behaviour, Wiley-Blackwell, 2010.
    Search in Google Scholar
  4. [4] CRAIG R.F., Soil Mechanics, Chapman & Hall, 2004.10.4324/9780203494103
    Search in Google Scholar
  5. [5] BARNES G., Soil Mechanics - Principles and practice, Palgrave Macmillan, 2010.
    Search in Google Scholar
  6. [6] TERZAGHI K.V., The shearing resistance of saturated soils and the angle between the planes of shear, Proceedings of the 1st International Conference on Soil Mechanics and Foundation Engineering, 1936, Vol. 1, 54-56.
    Search in Google Scholar
  7. [7] LADE P.V., DE BOER R., The concept of effective stress for soil, concrete and rock, Géotechnique, 1997, 47, 61-7810.1680/geot.1997.47.1.61
    Search in Google Scholar
  8. [8] PIETRUSZCZAK S., PANDE G.N., On the mechanical response of saturated cemented materials - Part I: theoretical considerations, Intern. Journ. Num. Anal. Meth. Geomech., 1995, 19, 555-562.10.1002/nag.1610190805
    Search in Google Scholar
  9. [9] PIETRUSZCZAK S., TURU G., PANDE G.N., On the mechanical response of saturated cemented materials, Part II: experimental investigation and numerical simulations, Intern. Journ. Num. Anal. Meth. Geomech., 1995, 19, 563-571.10.1002/nag.1610190806
    Search in Google Scholar
  10. [10] NUR A., BYERLEE J.D., An exact effective stress law for elastic deformation of rock with fluids, Journ. Geophys. Res., 2012, 76, 6414-6419.10.1029/JB076i026p06414
    Search in Google Scholar
  11. [11] BISHOP A.W., BLIGHT G.E., Some aspects of effective stress in saturated and partly saturated soils, Géotechnique, 1963, 13, 177-197.10.1680/geot.1963.13.3.177
    Search in Google Scholar
  12. [12] MAŠÍN D., Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils, Intern. Journ. Num. Anal. Meth. Geomech., 2010, 34, 73-90.10.1002/nag.808
    Search in Google Scholar
  13. [13] LU N., GODT J.W., WU D.T., A closed-form equation for effective stress in unsaturated soil, Water Resources Res., 2010, 46, 1-14.10.1029/2009WR008646
    Search in Google Scholar
  14. [14] KHALILI N., KHABBAZ M.H., A unique relationship for χ for the determination of the shear strength of unsaturated soils, Geotechnique, 1998, 48, 1-7.10.1680/geot.1998.48.5.681
    Search in Google Scholar
  15. [15] BAKER R., FRYDMAN S., Unsaturated soil mechanics: Critical review of physical foundations, Engineering Geology, 2009, 106, 26-39.10.1016/j.enggeo.2009.02.010
    Search in Google Scholar
  16. [16] Computers & Geotechnics, Special Issue on Unsaturated Soils: Models, Algorithms and Applications (eds. A. Gens and D. Sheng), 2008, Vol. 35.10.1016/j.compgeo.2008.08.010
    Search in Google Scholar
  17. [17] Vadoze Zone Journal, Special Section: Principle of Effective Stress, 2014, Vol. 13(5).
    Search in Google Scholar
  18. [18] BUCKINGHAM E., Studies on the movement of soil moisture, U.S. Department of Agriculture, Bureau of Soils, 1907, 38.
    Search in Google Scholar
  19. [19] RICHARDS L.A., The usefulness of capillary potential to soil moisture and plant investigators, Journ. Agric. Res., 1928, 37, 719-742.
    Search in Google Scholar
  20. [20] GARDNER R., A method of measuring the capillary tension of soil moisture over a wide moisture range, Soil Science, 1937, 43, 277-284.10.1097/00010694-193704000-00004
    Search in Google Scholar
  21. [21] VAN GENUCHTEN M.T., A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sci. Soc. Amer. Journ., 1980, 44, 892-898.10.2136/sssaj1980.03615995004400050002x
    Search in Google Scholar
  22. [22] GALLIPOLI D., Constitutive and Numerical Modelling of Unsaturated Soil, Ph.D. Thesis, University of Glasgow, U.K., 2000.
    Search in Google Scholar
  23. [23] GALLIPOLI D., WHEELER S.J., KARSTUNEN M., Modelling the variation of degree of saturation in a deformable unsaturated soil, Géotechnique, 2003, 53, 105-112.10.1680/geot.2003.53.1.105
    Search in Google Scholar
  24. [24] DIEUDONNE A.C., LEVASSEUR S., CHARLIER R., DELLA VECCHIA G., JOMMI C., A water retention model for compacted clayey soils, Proc. ComGeo III (eds. S. Pietruszczak and G.N. Pande), 2013, 1, 23-31. ICEE.
    Search in Google Scholar
  25. [25] WANG M., PANDE G.N., KONG L.W., Comparison of pore-size distribution of soils obtained by different methods, Intern. Journ. Geomech., 2015 (submitted).
    Search in Google Scholar
  26. [26] JOSA A., ALONSO A.E., LORET A., GENS A., Stress-strain behaviour or partially saturated soils, European Conference on Soil Mechanics and Foundation Engineering, Dublin, 1987, Vol. 9, 561-564.
    Search in Google Scholar
  27. [27] ZAKARIA I., Yielding of unsaturated soil, Ph.D. thesis, University of Sheffield, UK 1995.
    Search in Google Scholar
  28. [28] SIVAKUMAR V., A critical state framework for unsaturated soil, Ph.D. Thesis, University of Sheffield, UK 1993.
    Search in Google Scholar
  29. [29] LINS A.H.P., Discussion on “An alternative framework for unsaturated soil behaviour” S. J. Wheeler (1991), Géotechnique, 1992, 42, 525-527.10.1680/geot.1992.42.3.525
    Search in Google Scholar
  30. [30] TARANTINO A., DE COL E., Compaction behaviour of clay, Géotechnique, 2008, 58, No. 3, 199-213.10.1680/geot.2008.58.3.199
    Search in Google Scholar
  31. [31] TARANTINO A., TOMBOLATO S., Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay, Geotechnique, 2005, 55, No. 4, 307-317.10.1680/geot.2005.55.4.307
    Search in Google Scholar
  32. [32] GRIFFITHS D.V., LU N., Unsaturated slope stability analysis with steady infiltration or evaporation using elasto-plastic finite elements, Intern. Journ. Num. Anal. Meth. Geomech., 2005, 29, 249-267.10.1002/nag.413
    Search in Google Scholar
  33. [33] ALONSO E.E., GENS A., JOSA A., A constitutive model for partially saturated soils, Géotechnique, 1990, 40, 405-430.10.1680/geot.1990.40.3.405
    Search in Google Scholar
  34. [34] TAMAGNINI R., An extended Cam-clay model for unsaturated soils with hydraulic hysteresis, Geotechnique, 2004, 54, 223-228.10.1680/geot.2004.54.3.223
    Search in Google Scholar
  35. [35] LI X.S., Modelling of hysteresis response for arbitrary wetting/ drying paths, Computers and Geotechnics, 2005, 32, 133-137.10.1016/j.compgeo.2004.12.002
    Search in Google Scholar
  36. [36] NUTH M., LALOUI L., Advances in modelling hysteretic water retention curve in deformable soils, Computer and Geotechnics, 2008, 35, 835-844.10.1016/j.compgeo.2008.08.001
    Search in Google Scholar
  37. [37] GENS A., ALONSO E.E., A framework for the behaviour of unsaturated expansive clays, Can. Geotechn. Journ., 1992, 29, 1013-1032.10.1139/t92-120
    Search in Google Scholar
  38. [38] PEREIRA J.H., FREDLUND D.G., Volume change behavior of collapsible compacted gneiss soil, Journ. Geotech. Geoenviron. Eng., 2000, 126, 907-916.10.1061/(ASCE)1090-0241(2000)126:10(907)
    Search in Google Scholar
  39. [39] LIM Y., MILLER G., Wetting induced compression of compacted Oklahoma soils, Journ. Geotech. Geoenviron. Eng., 1999, 130, 1014-1023.10.1061/(ASCE)1090-0241(2004)130:10(1014)
    Search in Google Scholar
  40. [40] CHEN Z.H., FREDLUND D.G., GAN J.K., Overall volume change, water volume change, and yield associated with an unsaturated compacted loess, Can. Geotech. Journ., 1999, 36, 321-329.10.1139/t98-097
    Search in Google Scholar
  41. [41] PIETRUSZCZAK S., LYDZBA D., SHAO J.F., Modelling of deformation response and chemo-mechanical coupling in chalk, Int. Journ. Num. Anal. Meth. Geomech., 2006, 30, 997-1018.10.1002/nag.510
    Search in Google Scholar
  42. [42] HUECKEL T., Chemo-plasticity of clays subjected to stress and flow of a single contaminant, Int. Journ. Num. Anal. Meth. Geomech., 1997, 21, 43-72.10.1002/(SICI)1096-9853(199701)21:1<;43::AID-NAG858>3.0.CO;2-1
    Search in Google Scholar
  43. [43] PIETRUSZCZAK S., HAGHIGHAT E., Assessment of slope stability in cohesive soils due to a rainfall, Int. Journ. Num. Anal. Meth. Geomech., 2012, 37, 3278-3292.10.1002/nag.2193
    Search in Google Scholar
  44. [44] TADEPALLI R., FREDLUND D.G., The collapse behavior of a compacted soil during inundation, Can. Geotech. Journ., 1991, 28, 477-488.10.1139/t91-065
    Search in Google Scholar
  45. [45] JOTISANKASA A., Collapse behaviour of compacted silty clay, Ph.D. Thesis, Imperial College, London 2005.
    Search in Google Scholar
  46. [46] SUN D., SHENG D., XU Y., Collapse behaviour of unsaturated compacted soil with different initial densities, Can. Geotech. Journ., 2007, 44, 673-686.10.1139/t07-023
    Search in Google Scholar
  47. [47] WHEELER S.J., SHARMA R.S., BUISSON B.S.R., Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils, Géotechnique, 2003, 53, 41-54.10.1680/geot.2003.53.1.41
    Search in Google Scholar
  48. [48] ROJAS E., CHAVEZ O., Volumetric behavior of unsaturated soils, Can. Geotech. Journ., 2013, 50, 209-222.10.1139/cgj-2012-0341
    Search in Google Scholar
  49. [49] LI X., THOMAS H.R., FAN Y., Finite element method and constitutive modelling and computation for unsaturated soils, Comp. Meth. Appl. Mech. & Eng., 1999, 169, 135-159.10.1016/S0045-7825(98)00181-9
    Search in Google Scholar
  50. [50] PIETRUSZCZAK S., PANDE G.N., On mechanical response of partially saturated soils at low and high degrees of saturation, Numerical Models in Geomechanics, NUMOG V, (eds. G.N. Pande and S. Pietruszczak), 1995, 1, 33-39, Balkema.
    Search in Google Scholar
  51. [51] WROTH C.P., HOULSBY G.T., Soil machanics: property characterization and analysis procedures, Proc. 11th ICSMFE, 1985, Vol. 1, 1-55.
    Search in Google Scholar
  52. [52] OKUSA S., Wave induced stress in unsaturated marine sediments, Geotechnique, 1985, 35, 517-532.10.1680/geot.1985.35.4.517
    Search in Google Scholar
  53. [53] WHEELER S.J., A conceptual model for soil containing large gas bubbles, Geotechnique, 1988, 38, 397-413.10.1680/geot.1988.38.3.389
    Search in Google Scholar
  54. [54] BOWER C.A., GOERTZEN J.O., Surface area of soils and clays by an equilibrium ethylene glycol method, Soil Sci., 1959, 87, 289-292.10.1097/00010694-195905000-00009
    Search in Google Scholar
  55. [55] DONALDSON E.C., KENDALL R.F., BAKER B.A., Surface area measurement of geologic materials, Soc. Petroleum Eng., 1973, 13, 111-116.10.2118/4987-PA
    Search in Google Scholar
  56. [56] PIETRUSZCZAK S., PANDE G.N., On the mechanics of partially saturated soils, Computers and Geotechnics, 1991, 12, 55-71. 10.1016/0266-352X(91)90011-4
    Search in Google Scholar
DOI: https://doi.org/10.1515/sgem-2015-0035 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Journal RSS Feed
Language: English
Page range: 73 - 84
Published on: Nov 17, 2015
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
unsaturated soil,
suction,
microstructure of saturation,
constitutive relation
Related subjects:
Geosciences,
Geosciences, other,
Materials sciences,
Composites,
Porous materials,
Physics,
Mechanics and fluid dynamics

© 2015 G.N. Pande, S. Pietruszczak, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Previous articleVolume 37 (2015): Issue 3 (September 2015)Next article