Abstract
The last two to three decades have seen significant advances in the mechanics of unsaturated soils. It is now widely recognized that the fundamental principles in soil mechanics must cover both saturated and unsaturated soils. Nevertheless, there is still a great deal of uncertainties in the geotechnical community about how soil mechanics principles well-established for saturated soils can be extended to unsaturated soils. There is even wide skepticism about the necessity of such extension in engineering practice. This paper discusses some common pitfalls related to the fundamental principles that govern the volume change, shear strength and hydromechanical behaviour of unsaturated soils. It also attempts to address the issue of engineering relevance of unsaturated soil mechanics.
Similar content being viewed by others
References
Gardner W, Widtsoe JA. The movement of soil moisture. Soil Sci, 1921, 11(3): 215–232
Aitchison G D, Donald I B. Effective stresses in unsaturated soils. In: Proc. 2nd Australian-New Zealand Conf. Soil Mechanics, Australian, 1956, 192–199
Bishop A W. The principle of effective stress. Teknisk Ukeblad, 1959, 106(39): 859–863
Bishop A W, Blight G E. Some aspects of effective stress in saturated and partly saturated soils. Géotechnique, 1963, 13: 177–197
Coleman J D. Stress strain relations for partly saturated soil. Géotechnique, 1962, 12: 348–350
Jennings J E B, Burland J B. Limitations to the use of effective stresses in partly saturated soils. Géotechnique, 1962, 12: 125–144
Matyas E L, Radhakrishna H S. Volume change characteristics of partially saturated soils. Géotechnique, 1968, 18: 432–448
Fredlund D G, Morgenstern N R. Constitutive relations for volume change in unsaturated soils. Can Geotech J, 1976, 13(3): 261–276
Fredlund D G, Morgenstern N R. Stress state variables for unsaturated soils. J Geotech Eng Div, ASCE, 1977, 103(GT5): 447–466
Yu P J, Chen Y Z. The pore air-water configurations and their effects on the mechanical properties of partially saturated soils (in Chinese). J Hydraul Eng, 1965, 1: 16–23
Lu Z J, Zhang H M, Chen J H et al. Shear strength and swelling pressure of unsaturated soil (in Chinese). Chin J Geotech Eng, 1992, 14(3): 1–8
Chen Z H, Xie D Y, Wang Y S. Experimental studies of laws of fluid motion, suction and pore pressures in unsaturated soil (in Chinese). Chin J Geotech Eng, 1993, 15(3): 9–20
Chen Z H, Xie D Y, Wang Y S. Effective stress in unsaturated soil (in Chinese). Chin J Geotech Eng, 1994, 16(3): 62–69
Shen Z J. Generalized suction and unified deformation theory for unsaturated soils (in Chinese). Chine J Geotech Eng 1996, 18(2): 1–9
Li X K, Fan Y Q. Finite element analysis of deformation and seepage process in unsaturated soils (in Chinese). Chin J Geotech Eng, 1998, 20(4): 20–24
Karube D, Kato S. Yield functions of unsaturated soil. Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering, vol 1. Leiden: Balkema, 1989. 615–618
Kohgo Y, Nakano M, Miyazaki T. Theoretical aspects of constitutive modeling of unsaturated soils. Soils Found, 1993, 33(4): 49–63
Kohgo Y, Nakano M, Miyazaki T. Verification of generalized elastoplastic model for unsaturated soils. Soils Found, 1993, 33(4): 64–73
Alonso E E, Gens A, Josa A. A constitutive model for partially saturated soils. Géotechnique, 1990, 40: 405–430
Fredlund DG, Rahardjo H. Soil Mechanics for Unsaturated Soils. New York: John Wiley, 1993
Sheng D, Zhou A N, Fredlund D G. Shear strength criteria for unsaturated soils. Geotech Geol Eng, 2011, 29: 145–159
Gens A, Sánchez M, Sheng D. On constitutive modelling of unsaturated soils, Acta Geotech, 2006, 1: 137–147
Li X, Zhang L M. Characterization of dual-structure pore size distribution of soil. Can Geotech J, 2009, 46: 129–141
Futai M M, de Almeida M S S. An experimental investigation of the mechanical behaviour of an unsaturated gneiss residual soil. Géotechnique, 2005, 55(3): 201–214
Tarantino A. Unsaturated soils: compacted with reconstituted states. In: Alonso E E, Gens A, eds. Unsaturated Soils, vol 1. London: CRC Press, 2010. 113–136
Sharma R. Mechanical behaviour of unsaturated highly expansive soil. PhD Thesis. Oxford: University of Oxford, 1998
Sheng D, Fredlund D G, Gens A. A new modelling approach for un saturated soils using independent stress variables. Can Geotech J, 2008, 45: 511–534
Cunningham M R, Ridley A M, Dineen K, et al. The mechanical behaviour of a reconstituted unsaturated silty clay. Géotechnique, 2003, 53: 183–194
Wheeler S J, Karube D. Constitutive modelling. In: Alonso E E, Delage P, eds. Unsaturated Soils, vol 3. Rotterdam: Balkema; 1996. 1323–1356
Sheng D. Review of fundamental principles in modelling unsaturated soil behaviour. Comput Geotech, 2011, 38: 757–776
Sheng D, Sloan S W, Gens A. A constitutive model for unsaturated soils: thermomechanical and computational aspects. Comput Mech, 2004, 33: 453–465
Sheng D C, Yang C. Discussion of fundamental principles in unsaturated soil mechanics (in Chinese). Chin J Geotech Engi, 2012, 34(3): 438–456
Wheeler S J. Constitutive modelling of unsaturated soils. Keynote Lecture presented at 4th International Conference on Unsaturated Soil (unpublished PDF presentation), Arizona, USA, 2006.
Alonso E E, Pereira J M, Vaunat J, et al. A microstructurally based effective stress for unsaturated soils. Géotechnique, 2010, 60: 913–925.
Fredlund D G, Morgenstern N R, Widger A. Shear strength of unsaturated soils. Can Geotech J, 1978, 15: 313–321
Ng C W W, Chiu A C F. Behaviour of loosely compacted unsaturated volcanic soil. J Geotech Geoenviron Eng, 2001, 127: 1027–1036
Thu T M, Rahardjo H, Leong E C. Critical state behaviour of a compacted silt specimen. Soils Found, 2007, 47: 749–755
Toll D G. A framework for unsaturated soil behaviour. Géotechnique, 1990, 40: 31–44
Merchán V, Vaunat J, Romero E, et al. Experimental study of the influence of suction on the residual friction angle of clays. In: Toll D G, Augarde C E, Gallipoli D, et al. eds, Unsaturated Soils: Advances in Geo-Engineering. London: CRC Press, 2008. 423–428
Wheeler S J, Sharma R S, Buisson M S R. Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils. Géotechnique, 2003, 53: 41–54
Tamagnini R. An extended cam-clay model for unsaturated soils with hydraulic hysteresis. Géotechnique, 2004, 54(3), 223–228
Morgenstern N R. Properties of compacted soils. Proceedings of the 6th Pan-American Conference on Soil Mechanics and Foundation Engineering. Contribution to the Panel Discussion Session IV, Lima, Peru, vol 3, 1979. 349–354
Vlahinić I, Jennings H M, Andrade J E, et al. A novel and general form of effective stress in a partially saturated porous material: the influence of microstructure. Mech Mater, 2011, 43: 25–35
Suriol J, Gens A, Alonso E E. Behavior of compacted soils in suctioncontrolled oedometer, Proc. 2nd Int. Conf. Unsaturated Soils. Beijing: International Academic Publishers, 1998. 438–443
Sivakumar V, Wheeler S J. Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 1: Wetting and isotropic compression. Géotechnique, 2000, 50: 359–368
Toll D G, Ong B H. Critical state parameters for an unsaturated residual sandy clay. Géotechnique, 2003, 53: 93–103
Vilar O M, Davies G I. Collapse behavior analysis of a clayey sand using different testing procedures. In: Juca J F T, de Campos T M P, Marinho F A M, eds, Unsaturated Soils, vol 2. Leiden: Balkema, 2002. 571–576
Sun D A, Matsuoka H, Xu Y F. Collapse of compacted clay in suction-controlled triaxial tests. Geotech Test J ASTM, 2004, 27(4): 362–370
Sun D A, Sheng D, Xu X F. Collapse behaviour of unsaturated compacted soil. Can Geotech J, 2007, 44: 673–686
Vilar O M, Rodrigues R A. Collapse behaviour of soil in a Brazilian region affected by a rising water table. Can Geotech J, 2011, 48: 226–233
Zhou A N, Sheng D. Yield stress, volume change and shear strength behaviour of unsaturated soils: validation of the SFG model. Can Geotech J, 2009, 46: 1034–1045
Zhou A N, Sheng D, Carter JP. Modelling the effect of initial density on soil water characteristic curves, Géotechnique, 2012, 62(8): 669–680
Zhou A N, Sheng D, Sloan S W, et al. Interpretation of unsaturated soil behaviour in the stress-saturation space, I: Volume change and water retention behaviour. Comput Geotech, 2012, 43: 178–187
Zhou A N, Sheng D, Sloan S W, et al. Interpretation of unsaturated soil behaviour in the stress-saturation space, II: Constitutive relationships and validations. Comput Geotech, 2012, 43: 111–123
Zhang X, Lytton R L. Discussion on ‘A new modelling approach for unsaturated soils using independent stress variables’. Can Geotech J, 2008, 45: 1784–1787
Pineda J A, De Gracia M, Romero E. Degradation of partially saturated argillaceous rocks: Influence on the stability of geotechnical structures. In: Buzzi O, Fityus S G, Sheng D, eds. Unsaturated Soils-Experimental Studies in Unsaturated Soils and Expansive Soils. London: CRC Press, 2010. 449–454
Wong H N, Ho K K S. The 23 July 1994 landslide at Kwun Lung Lau, Hong Kong. Can Geotech J, 1997, 34(6): 825–840
Gens A. Soil-environmental interactions in geotechnical engineering. Géotechnique, 2010, 60: 3–74
Berdugo I R. Tunneling in sulphate-bearing rocks-expansive phenomena. PhD Thesis. Barcelona: Universitat Politècnica de Catalunya, 2007
Pineda J A. Swelling and degradation of argillaceous rocks. PhD Thesis. Barcelona: Universitat Politècnica de Catalunya, 2011
Chandler R J. Lias clay: weather processes and their effect on shear strength. Géotechnique, 1972, 22: 403–431
Cai F, Ugai K. Numerical analysis of rainfall effects on slope stability. Int J Geomech, 2004, 4(2): 69–78
Griffiths D V, Lu N. Unsaturated slope stability analysis with steady infiltration and evaporation using elasto-plastic finite elements. Int J Numer Anal Meth Geomech, 2005, 29: 249–267
Huang M S, Jia C Q. Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage. Comput Geotech, 2009, 36: 93–101
Chen X, Liu C J. Staged development of finite element methods for stability of unsaturated soil slopes (in Chinese). Chin J Geotech Eng, 2011, 33(S1): 381–384
Fredlund D G, Stianson J. Utilization of weather station data for the assessment of ground surface moisture flux. In: Jotisankasa A, Sawangsuriya A, Soralump S, et al., eds. Unsaturated Soils: Theory and Practice, vol 1. Pattaya: Kasetsart University, 2011. 1–18
Alonso E E, Olivella S. Unsaturated soil mechanics applied to geotechnical problems. In: Miller G A, Zapata C E, Houston S L, et al. eds. Unsaturated soils ASCE GSP 147, 2006, 1: 1–35
Cardoso R, Fernandes V, Ferreira T M. Settlement prediction of high speed railway embankment considering the accumulation of wetting and drying cycles. In: Mancuso C, Jommi C, D’Onza F, eds. Unsaturated Soils: Research and Applications, vol 2. Heidelberg: Springer, 2012. 291–298
Li A H, Yao Y C, Jiang G. Testing swtudy on design parameter of settlement for unsaturated soil foundation (in Chinese). J Railway Eng Soc, 2012, 160: 6–10
Wu L J, Jiang G L, Li A. Calculation analysis of unsaturated subsoil subsidence of high speed railway using PLAXIS software (in Chinese). Railway Eng, 2011, 6: 86–88.
Bao C G. Behavior of unsaturated soil and stability of expansive soil slope (in Chinese). Chine J Geotech Eng, 2004, 26: 1–15
Bao C G, Zhan L T. Relationship between unsaturated soil behavior and engineering problems (in Chinese). Chin J Geotech Eng, 2006, 28: 129–136
Shen Z J. Exploitation of practical use of unsaturated soil mechanics (in Chinese). Chin J Geotech Eng, 2006, 28: 256–259
Ng C W W, Xu J, Zhan L T. The mega south-to-north water transfer project in China-Unsaturated soil mechanics aspects. In: Buzzi O, Fityus S G, Sheng D, eds. Unsaturated Soils-Theoretical and Numerical Advances in Unsaturated Soil Mechanics. London: CRC Press, 2009. 545–564
Williams D J. Some mining applications of unsaturated soil mechanics. In: Jotisankasa A, Sawangsuriy A, Soralump S, et al, eds. Unsaturated Soils: Theory and Practice. Pattaya: Kasetsart University, 2011. 149–168
Kong L W, Chen Z H. Advancement in the techniques for special soils and slopes (in Chinese). China Civil Eng J, 2012, 45: 141–161
Delage P, Romero E, Tarantino A. Recent developments in the techniques of controlling and measuring suction in unsaturated soils. In: Toll D G, Augarde C E, Gallipoli D, et al. eds. Unsaturated Soils: Advances in Geo-Engineering. London: CRC Press, 2008. 33–52
Ridley A M, Dineen K, Burland J B, et al. Soil matrix suction: some examples of its measurement and application in geotechnical engineering. Géotechnqiue, 2003, 53(2): 241–254
Lourenço S D N. Suction measurements and water retention in unsaturated soils, PhD Thesis. Durham: Durham University, 2008
Xie D Y. Soil mechanics in 21st century (in Chinese). Chin J Geotech Eng, 1997, 9(4): 111–114
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Sheng, D., Zhang, S. & Yu, Z. Unanswered questions in unsaturated soil mechanics. Sci. China Technol. Sci. 56, 1257–1272 (2013). https://doi.org/10.1007/s11431-013-5202-9
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11431-013-5202-9