Log in

Effects of Previous Deviatoric Strain Histories on the Undrained Behaviour of Hostun RF Loose Sand

  • Original paper
  • Published:
Geotechnical and Geological Engineering Aims and scope Submit manuscript

Abstract

The effects of previous deviatoric strain histories on the undrained behaviour of very loose and saturated Hostun RF clean sand are investigated in this paper. From an initial isotropic stress state in the triaxial plane, strain histories are generated by isotropic consolidation followed by standard drained triaxial preshear or presheared cycle, either in compression or in extension, up to a desired value of axial strain or mobilized stress ratio. Deviatoric strain histories are achieved by having nearly the same void ratio at the beginning of the undrained shearing for all tested samples. Subsequent undrained behaviour in triaxial compression and extension is analyzed in detail. Previous deviatoric strain histories can progressively transform the compressive and unstable behaviour of loose sand into a dilative and stable behaviour of dense-like sand, while being loose. Experiments show a common response induced by recent strain histories in terms of effective stress paths, independently of the axial strain attained during the drained presheared cycle, a unique initial gradient of the effective stress paths, a progressive appearance of dilatancy, an evolution the undrained behaviour and a systematic partial static liquefaction associated with softer behaviour when sheared in the opposite direction of the initial presheared direction. This paper offers a comprehensive understanding of the mechanisms of a specialized induced anisotropy created by simple linear stress paths in the classical triaxial plane.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Subscribe and save

Springer+ Basic
EUR 32.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or Ebook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12

Similar content being viewed by others

References

  • Arthur JRF, Menzies B (1972) Inherent anisotropy in a sand. Geotechnique 22(2):115–128

    Google Scholar 

  • Arthur JRF, Chua KS, Dunstan T (1977) Induced anisotropy in a sand. Geotechnique 27(1):13–30

    Article  Google Scholar 

  • Arthur JRF, Chua KS, Dunstan T, Rodriguez Del JI (1980) Principal stress rotation: a missing parameter. J Geotech Engrg ASCE 106(4):419–433

    Google Scholar 

  • Benahmed N, Canou J, Dupla JC (2004) Structure initiale et propriétés de liquéfaction statique d’un sable. Comptes Rendus Mécanique 332(11):887–894

    Google Scholar 

  • Bjerrum L, Krimgstad S, Kummeneje O (1961) The shear strength of a fine sand. In: Proceedings of the 5th international conference soil mechanics and foundation engineering, vol 1, pp 29–37

  • Canou J, Thorel L, De Laure E (1991) Influence d’un déviateur de contrainte initial sur les caractéristiques de liquéfaction statique du sable. In: Proceedings of the X ECSMFE, Firenze, vol 1, pp 49–52

  • Castro G (1969) Liquefaction of sands. Harvard soil mechanics series. Harvard University, Cambridge

    Google Scholar 

  • Darve F, Servant G, Laouafa F, Khoa HDV (2004) Failure in geomaterials: continuous and discrete analyses. Comput Methods Appl Mech Eng 193(27):3057–3085

    Article  Google Scholar 

  • Desrues J, Chambon R, Mokni M, Mazerolle F (1996) Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography. Geotechnique 46(3):527–546

    Google Scholar 

  • Di Prisco C, Matiotti R, Nova R (1995) Theorical investigation of the undrained stability of shallow submerged slopes. Geotechnique 45(3):479–496

    Article  Google Scholar 

  • Doanh T, Ibraim E (2000) Minimum undrained strength of Hostun RF. Geotechnique 50(4):377–392

    Article  Google Scholar 

  • Doanh T, Ibraim E, Matiotti R (1997) Undrained instability of very loose. Hostun sand in triaxial compression and extension. Part 1 experimental observations. Mech Cohes Frict Mater 2(1):47–70

    Article  Google Scholar 

  • Finge Z (2004) Contribution à l’étude du comportement non drainé des sables lâches surconsolidés et anisotropes. Thèse de doctorat, Institut National des Sciences Appliquées de Lyon

  • Finge Z, Doanh T, Dubujet Ph (2006) Undrained anisotropy of Hostun RF loose sand: new experimental hints. Can Geotech J 43(11):1195–1212

    Article  Google Scholar 

  • Flavigny E, Desrues J, Palayer B (1990) Le sable Hostun RF. Revue Française de Géotech 53:67–69

    Google Scholar 

  • Frost JD, Chen CC, Park JY, Jang DJ (1999) Quantitative characterisation of microstructure evolution. In: Yamamuro L (eds) Physics and mechanics of soil liquefaction, Balkema, Rotterdam, pp 169–177

    Google Scholar 

  • Gajo A, Piffer L (1999) The effects of preloading history on the undrained behaviour of saturated loose sand. Soils Found 39(6):43–54

    Article  Google Scholar 

  • Georgiannou VN, Burland JB, Hight DW (1990) The undrained behaviour of clayey sands in triaxial compression and extension. Geotechnique 40(3):431–449

    Article  Google Scholar 

  • Graham J, Houlsby GT (1983) Anisotropic elasticity of a natural clay. Geotechnique 33(2):165–180

    Article  Google Scholar 

  • Hill R (1958) A general theory of uniqueness and stability in elastic plastic solids. J Mech Phys Solids 6:236–249

    Article  Google Scholar 

  • Ibraim E (1998) Différents aspects du comportement des sables à partir des essais triaxiaux: des petites déformations à la liquéfaction statique. Thèse de doctorat, Institut National des Sciences Appliquées de Lyon

  • Ishihara K (1996) Soil behaviour in earthquake geotechnics. Oxford University Press, Oxford

    Google Scholar 

  • Ishihara K, Okada S (1978) Effects of stress history on cyclic behaviour of sand. Soils Found 18(4):31–45

    Article  Google Scholar 

  • Ishihara K, Okada S (1978) Yielding of overconsolidated sand and liquefaction model under cyclic stresses. Soils Found 18(1):57–72

    Article  Google Scholar 

  • Ishihara K, Okada S (1982) Effects of large preshearing on cyclic behaviour of sand. Soils Found 22(3):109–125

    Article  Google Scholar 

  • Ladd RS (1978) Preparing test specimens using undercompaction. Geotech Test J 1(1):16–23

    Article  Google Scholar 

  • Lade PV, Duncan JM (1973) Cubical triaxial tests on cohesionless soil. J Soil Mech Found ASCE 99(10):793–812

    Google Scholar 

  • Lade PV, Nelson RB, Ito YM (1988) Instability of granular materials with nonassociated flow. J Eng Mech ASCE 114(12):2173–2191

    Article  Google Scholar 

  • Lanier J, Di Prisco C, Nova R (1993) Etude expérimentale et analyse théorique de l’anisotropie induite du sable Hostun. Revue Française de Géotech 57:59–74

    Google Scholar 

  • Luong MP (1978) Etat caractéristiques du sol. CRAS B 287:305–307

    Google Scholar 

  • Matiotti R (1996) Analisi sperimentale del fenomeno della liquefazione statica delle sabbie sciolte e sue applicazioni numeriche. Phd thesis, Politechnico di Milano

  • Meghachou M (1992) Stabilité des sables lâches: essais et modélisation. Thèse de doctorat, Université scientifique et médicale de Grenoble

  • Poorooshasb HB, Holubec I, Sherbourne AN (1966) Yielding and flow of sand in triaxial compression: part 1. Can Geotech J 3(4):179–190

    Article  Google Scholar 

  • Poorooshasb HB, Holubec I, Sherbourne AN (1967) Yielding and flow of sand in triaxial compression: part 2 and 3. Can Geotech J 4(4):376–397

    Article  Google Scholar 

  • Skempton AW, Taylor RN (1954) The pore pressure coefficients a and b. Geotechnique 4(4):143–147

    Article  Google Scholar 

  • Tatsuoka F, Ishihara K (1974) Yielding of sand in triaxial compression. Soils Found 14(2):63–76

    Article  Google Scholar 

  • Vaid YP, Chung EKF, Kuerbis RH (1989) Preshearing and undrained response of sands. Soils Found 29(4):49–61

    Article  Google Scholar 

  • Wood DM (1994) General report: evaluation of material properties. In: Miura S, Shibuya S, Mitachi T (eds) Proceedings of the pre-failure deformation of geomaterials, Sapporo, Japan, pp 1179–1199

    Google Scholar 

  • Yamamuro JA, Lade PV (1997) Static liquefaction of very loose sands. Can Geotech J 34(6):905–917

    Google Scholar 

Download references

Acknowledgments

Part of this work was done with the financial support of the MENRT (French Educational Ministry of Research and Technology) to the second author. The authors would like to thank Prof. Ph. Dubujet from ENISE for fruitful discussions on this topic.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to T. Doanh.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Doanh, T., Finge, Z. & Boucq, S. Effects of Previous Deviatoric Strain Histories on the Undrained Behaviour of Hostun RF Loose Sand. Geotech Geol Eng 30, 697–712 (2012). https://doi.org/10.1007/s10706-011-9487-9

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10706-011-9487-9

Keywords

Navigation