Skip to main content
Log in

Suction Induced Effects on the Fabric of a Structured Soil

  • Published:
Transport in Porous Media Aims and scope Submit manuscript

Abstract

This paper presents the mathematical modelling of the modification of the pore space geometry of a structured soil subjected to suction increase. Structured soil concepts are first introduced considering different fabric units, such as aggregates and fissures. The numerical modelling of the structural evolution is based on experimental test results in which the evolution of the structure of the samples subjected to different suctions is determined using the mercury intrusion porosimetry technique. From this information, the macro and micropore volume evolutions are determined. The results show that drying produces a reduction in the soil total porosity which mainly corresponds to a reduction of the macropore volume. Associated with this phenomenon, an increase in micropore volume is also observed. The proposed model divides pore size distribution into three pore classes (micropores, macropores and non-affected areas). Using the concept of a suction-influenced domain, the proposed model is able to reproduce the main observed fabric evolution between the saturated and dry states.

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

Access this article

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

Instant access to the full article PDF.

Similar content being viewed by others

References

  • E.C. Aifantis (1977) ArticleTitleIntroducing a multi-porous medium Dev. Mech. 8 209–211

    Google Scholar 

  • Al-Mukhtar, M.: 1995, Macroscopic behavior and microstructural properties of a kaolinite clay under controlled mechanical and hydraulic state, in: Unsaturated Soils: Proc. 1st Int. Conf. on Unsaturated Soils/UNSAT 95, Paris, pp. 3–9.

  • M. Al-Mukhtar N. Belanteur D. Tessier S.K. Vanapalli (1996) ArticleTitleThe fabric of a clay soil under controlled mechanical and hydraulic stress states Appl. Clay Sci 11 99–115 Occurrence Handle10.1016/S0169-1317(96)00023-3

    Article  Google Scholar 

  • Barrenblatt, G. I.: 1963, On certain boundary value problems for the equation of seepage of liquid in fissured rock, J. Appl. Math. Mech. (translation of the Soviet journal: Prikladnaja Matematika i Mekhanika (PMM)) 27, 513–518

  • Barrenblatt, G. I., Zeltov, I. P. and Kochina, N.: 1960, Basic concepts in the theory of seepage of homogeneous liquids in fissured rocks, J. Appl. Math. Mech. (translation of the Soviet journal: Prikladnaja Matematika i Mekhanika (PMM)) 24(5), 1286–1303.

  • W. Brustaert (1968) ArticleTitleThe permeability of a porous medium determined from certain probability laws for pore-size distribution Water Resour. Res. 4 425–434

    Google Scholar 

  • E. Coulon A. Bruand (1989) ArticleTitleEffects of compaction on the pore space geometry in sandy soils Soil Till. Res. 15 137–152 Occurrence Handle10.1016/0167-1987(89)90070-6

    Article  Google Scholar 

  • O. Cuisinier L. Laloui (2004) ArticleTitleFabric evolution during hydromecanical loading of a compacted silt Int. J. Numer. Anal. Meth. Geomech. 28 IssueID6 483–499 Occurrence Handle10.1002/nag.348

    Article  Google Scholar 

  • P. Delage M. Audiguier Y.-J. Cui M.D. Howat (1996) ArticleTitleMicrostructure of compacted silt Can. Geotech. J. 33 150–158

    Google Scholar 

  • P. Delage G. Lefebvre (1984) ArticleTitleStudy of the structure of a sensitive champlain clay and of its evolution during consolidation Can. Geotech. J. 21 IssueID1 21–35

    Google Scholar 

  • Gens, A., Alonso, E. E., Suriol, J. and Lloret, A.: 1995, Effect of structure on the volumetric behavior of a compacted soil, in: Unsaturated Soils: Proc. 1st Int. Conf. on Unsaturated Soils/UNSAT 95, Paris, pp. 83–88.

  • Gillot, J. E.: 1973, Methods of sample preparation for microstructural analysis of soil, in: Soil Macroscopy – 4th International Working-Meeting on Soil Micromorphology, Jamaica, Kingston, pp. 143–164.

  • F.j. Griffiths R.C. Joshi (1990) ArticleTitleChange in pore size distribution due to consolidation of clays Geotechnique 40 IssueID2 303–309 Occurrence Handle10.1680/geot.1990.40.2.303

    Article  Google Scholar 

  • Khalili, N. and Selvadurai, A. P. S.: 2003, A fully coupled constitutive model for thermo-hydro-mechanical analysis in elastic media with double porosity, Geophys. Res. Lett. 30(24), SDE 7-1–SDE 7-5

  • N. Khalili S. Valliappan (1996) ArticleTitleUnified theory of flow and deformation in double porous media Eur. J. Mech. A-Solid 15 IssueID2 321–336

    Google Scholar 

  • T.W. Lambe (1958) ArticleTitleThe engineering behaviour of compacted clays J. Soil Mech. Found. Div. ASCE 84 1–35

    Google Scholar 

  • L. Laloui G. Klubertanz L. Vulliet (2003) ArticleTitleSolid–Liqiud–Air coupling in multiphase porous media Int. J. Numer. Anal. Meth. Geomech. 27 183–206 Occurrence Handle10.1002/nag.269

    Article  Google Scholar 

  • C. Lapierre S. Leroueil J. Locat (1990) ArticleTitleMercury intrusion and permeability of Louisville clay Can. Geotech. J. 27 761–773 Occurrence Handle10.1139/t90-090

    Article  Google Scholar 

  • D. Penumadu J. Dean (2000) ArticleTitleCompressibility effect in evaluating the pore-size distribution of Kaolin clay using mercury intrusion porosimetry Can. Geotech. J. 37 IssueID2 393–405 Occurrence Handle10.1139/cgj-37-2-393

    Article  Google Scholar 

  • R.A. Richards (1935) ArticleTitleCapillary conduction of liquids through porous medium Physics 1 318–333 Occurrence Handle10.1063/1.1745010

    Article  Google Scholar 

  • P.H. Simms E.K. Yanful (2001) ArticleTitleMeasurement and estimation of pore shrinkage and pore distribution in a clayey till during soil-water characteristic curve tests Can. Geotech. J. 38 IssueID4 741–754 Occurrence Handle10.1139/cgj-38-4-741

    Article  Google Scholar 

  • P.H. Simms E.K. Yanful (2002) ArticleTitlePredicting soil-water characteristic curves of compacted plastic soils from measured pore-size distribution Geotechnique 52 IssueID4 269–278 Occurrence Handle10.1680/geot.52.4.269.41020

    Article  Google Scholar 

  • S. Tamari (1984) ArticleTitleRelation between pore-space and hydraulic properties in compacted beds of silty-loam aggregates Soil Technol. 7 57–73 Occurrence Handle10.1016/0933-3630(94)90007-8

    Article  Google Scholar 

  • K. Tuncay M.Y. Corapcioglu (1995) ArticleTitleEffective stress principle for saturated fractured porous media Water Resour. Res. 31 IssueID12 3103–3106 Occurrence Handle10.1029/95WR02764

    Article  Google Scholar 

  • S. Valliappan N. Khalili (1990) ArticleTitleFlow through fissured porous media with deformable matrix Int. J. Neumer. Meth. Eng. 29 1079–1094 Occurrence Handle10.1002/nme.1620290512

    Article  Google Scholar 

  • H.J. Vogel K. Roth (1998) ArticleTitleA new approach for determining effective soil hydraulic functions Eur. J. Soil Sci. 49 547–556 Occurrence Handle10.1046/j.1365-2389.1998.4940547.x

    Article  Google Scholar 

  • H.F. Wang J.G. Berryman (1996) ArticleTitleOn constitutive equations and effective stress principles for deformable, double-porosity media Water Resour. Res. 32 IssueID12 3621–3622 Occurrence Handle10.1029/96WR02838

    Article  Google Scholar 

  • Warren J.R. and Root P.J. (1963). The behaviour of naturally fractured reservoirs. Soc. of Petrol. Eng. J. 245–255

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Lyesse Laloui.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Koliji, A., Laloui, L., Cusinier, O. et al. Suction Induced Effects on the Fabric of a Structured Soil. Transp Porous Med 64, 261–278 (2006). https://doi.org/10.1007/s11242-005-3656-3

Download citation

  • Received:

  • Accepted:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11242-005-3656-3

Keywords

Navigation