Stress-Dilatancy for Soils. Part IV: Experimental Validation for Simple Shear Conditions

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Abstract

This paper validates the frictional state theory using published experimental data from simple, direct and ring shear tests. Simple shear is treated as a special case of plane strain conditions. In order to define complete stress and strain, additional assumptions are made: in the direct shear and ring shear tests, simple shear is assumed to occur in the shear band. For Φo = Φ′cv = Φ′r, the stress-dilatancy relationship obtained from the frictional state theory is similar to the relationships proposed by Taylor and Bolton. Further experiments, especially those that use a hollow cylindrical shear apparatus, are necessary to fully validate the frictional state theory in simple shear conditions.

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  • [1] ATKINSON J.H. LAN W.H.W. POWELL J.J.M. Measurement of soil strength in simple shear tests Can. Geotech. J. 1991 28 255-262.

  • [2] BARDET J.P. PROUBET J. A Numerical Investigation of the Structure of Persistent Shear Bands in Granular Media Geotechnique 1991 41 No. 4 599-613.

  • [3] BAREITHER C.A. BENSON C.H. EDIL T.B. Reproducibility of direct shear tests conducted on granular backfill materials Geot. Test. J. 2007 Vol. 31 No. 1 84-94.

  • [4] BOLTON M.D. The strength and dilatancy of sands Geotechnique 1986 36 No. 1 65-78.

  • [5] BUDHU M. Simple shear deformation of sands Ph.D. thesis University of Cambridge 1975.

  • [6] CERATO A.B. LUTENEGGER A.L. Specimen size and scale effects of direct shear box tests of sands Geotechnical Testing Journal 2006 Vol. 29 No. 6 1-10.

  • [7] COLE E.R. The behaviour of soils in the simple shear apparatus. Ph.D. thesis University of Cambridge 1967.

  • [8] CUI L. O’SULLIVAN C. Exploiting the macro-and-microscale response of an idealised granular material in the direct shear apparatus Geotechnique 2006 56 No. 7 455-468.

  • [9] GUTIERREZ M. WANG J. Non-coaxial version of Rowe’s stress-dilatancy relation Granular Matter. 11 129-137.

  • [10] HOSONO Y. YOSHIMINE M. Liquafaction of sand in simple shear condition. Cyclic Behaviour of Soils and Liquafaction Phenomena Triantafyllidis T. (ed.) Balkema Rotterdam 2004.

  • [11] HOSONO Y. YOSHIMINE M. Liquafaction of sand in simple shear condition Proc. of Int. Conf. on Cyclic Behaviour of Soils and Liquafaction Phenomena Bohun Germany March 31th-April 2nd 2004.

  • [12] HONG NAM N. KOSEKI J. Modelling quasi-elastic deformation properties of sand Deformation Characteristics of Geomaterials IS - Lyon 2003 275-283.

  • [13] JEWELL R.A. WROTH C.P. Direct shear tests on reinforced sand Geotechnique 1987 37 No. 1 53-68.

  • [14] LIKOS W.J. WAYLLACE A. GODT J. LU N. Modified Direct Shear Apparatus for Unsaturated Sands at Low Suction and Stress Geotechnical Testing Journal 2010 33 No. 4 286-298.

  • [15] LINGS M.L. DIETZ M.S. An improved direct shear apparatus for sand Geotechnique 2004 54 No. 4 245-256.

  • [16] LOPEZ-QUEROL S. COOP M.R. Drained cyclic behaviour of loose Dog’s Bay sand Geotechnique 2012 62 No. 4 281-289.

  • [17] LUZZANI L. COOP M.R. On the relationship between particle breakage and the critical state of sands Soils and Foundations 2002 Vol. 42 No. 2 71-82.

  • [18] MILATZ M. GRABE J. A new simple shear apparatus and testing method for unsaturated sands. Geotech. Testing J. 2015 Vol. 38 No. 1 9-22.

  • [19] MEEHAN C.L. BRANDON T.L. DUNCAN J.M. Measuring Drained Residual Strengths in the Bromhead Ring Shear Geotechnical Testing Journal 2007 30 No. 6 466-473.

  • [20] OCHIAI H. Stress condition within simple shear test specimen Reports of the Faculty of Engineering Nagasaki University No. 12 February 1979 57-63.

  • [21] ODA M. On stress-dilatancy relation of sand in simple shear test Soils and Foundations 1975 Vol. 15 No. 2 17-29.

  • [22] PALMEIRA E.M. MILLIGAN G.W.E. Scale Effects in Direct Shear Tests on Sand Proc. of the 12th ICSMGE 1989 Vol. 1 No. 1 739-742.

  • [23] POTTS D.M. DOUNIAS G.T. VAUGHAN P.R. Finite element analysis of the direct shear box test Geotechnique 1987 Vol. 37 No. 1 11-23.

  • [24] QIU Y.-Y. TATSUOKA F. UCHIMURA T. Constant Pressure and constant volume direct shear tests on reinforced sand Soil and Foundations 2000 40 No. 4 1-17.

  • [25] SASSA K. WANG G. FUKUAKA H. Performing Undrained Shear Tests on Saturated Sands in a New Intelligent Type of Ring Shear Apparatus Geotechnical Testing Journal 2003 26 No. 3 257-265.

  • [26] SCARPELLI G. WOOD D.M. Experimental observations of shear band patterns in direct shear tests IUTAM Conference on Deformation and Failure of Granular Materials. Delft/31-Aug.-3 Sept. 1982 473-484.

  • [27] SHIBUYA S. KOSEKI J. KAWAGUCHI T. Recent developments in deformation and strength testing of geomaterials Deformation Characteristics of Geomaterials. Di Benedetto et al. (eds.) Taylor & Francis Group London 2005 3-28.

  • [28] SHIBUYA S. MITACHI T. TAMATE S. Interpretation of direct shear box testing of sands as quasi-simple shear Geotechnique 1997 47 No. 4 769-790.

  • [29] SHIPTON B. COOP M.R. On the compression behaviour of reconstituted soils Soils and Foundations 2012 52 No. 4 668-681.

  • [30] SMOLTCZYK U. ed. Geotechnical Engineering Handbook. Vol. 1: Fundamentals Ernest & Sohn. A Wiley Company Berlin 2002.

  • [31] SZYPCIO Z. Stress-dilatancy for soils. Part I: The frictional state theory Studia Geotechnica et Mechanica 2016 Vol. 38 No. 4 51-57.

  • [32] SZYPCIO Z. Stress-dilatancy for soils. Part II: Experimental validation for triaxial tests Studia Geotechnica et Mechanica 2016 Vol. 38 No. 4 59-65.

  • [33] SZYPCIO Z. Stress-dilatancy for soils. Part III: Experimental validation for the biaxial conditions Studia Geotechnica et Mechanica 2017 Vol. 39 No. 1 73-80.

  • [34] TANG Y.X. HANZAWA H. YASUHARA K. Direct shear and direct simple shear tests results on Japanese marine clay Pre-failure Deformation of Geomaterials. Balkema Rotterdam 1995 107-112.

  • [35] TAYLOR D.W. Fundamentals of Soil Mechanics John Wiley & Sons New York 1948.

  • [36] TAYLOR D.W. A direct test with drainage control Symp. on Direct Shear Testing of Soils ASTM Special Techn. Publ. 1952 No. 131 63-74.

  • [37] WIJEWICKREME D. DABEET A. BYRNE P. Some Observations on the State of Stress in the Direct Simple Shear Test Using Discrete Element Analysis Geotechnical Testing Journal 2013 36 No. 2 292-298.

  • [38] WOOD D.M. Soil behaviour and critical state soil mechanics Cambridge University Press 1990.

  • [39] WU P.-K. MATSUSHIMA K. TATSUOKA F. Effects of Specimen Size and Some Other Factors on the Strength and Deformation of Granular Soil in Direct Shear Tests Geotechnical Testing Journal 2008 31 No. 1 45-64.

  • [40] YAN W.M. Particle Elongation and Deposition Effect to Macroscopic and Microscopic Responses of Numerical Direct Shear Tests Geotechnical Testing Journal 2010 34 No. 3 238-249.

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