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Tytuł artykułu

Basic set of experiments for determination of mechanical properties of sand

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
A basic set of experiments for the determination of mechanical properties of sands is described. This includes the determination of basic physical and mechanical properties, as conventionally applied in soil mechanics, as well as some additional experiments, which provide further information on mechanical properties of granular soils. These additional experiments allow for determination of steady state and instability lines, stress-strain relations for isotropic loading and pure shearing, and simple cyclic shearing tests. Unconventional oedometric experiments are also presented. Necessary laboratory equipment is described, which includes a triaxial apparatus equipped with local strain gauges, an oedometer capable of measuring lateral stresses and a simple cyclic shearing apparatus. The above experiments provide additional information on soil’s properties, which is useful in studying the following phenomena: pre-failure deformations of sand including cyclic loading compaction, pore-pressure generation and liquefaction, both static and caused by cyclic loadings, the effect of sand initial anisotropy and various instabilities. An important feature of the experiments described is that they make it possible to determine the initial state of sand, defined as either contractive or dilative. Experimental results for the “Gdynia” model sand are shown.
Rocznik
Strony
129--137
Opis fizyczny
Bibliogr. 31 poz., rys., fot., wykr.
Twórcy
autor
  • Institute of Hydro-Engineering, Polish Academy of Sciences, 7 Kościerska St., 80-328 Gdańsk-Oliwa, Poland
  • Institute of Hydro-Engineering, Polish Academy of Sciences, 7 Kościerska St., 80-328 Gdańsk-Oliwa, Poland
  • Institute of Hydro-Engineering, Polish Academy of Sciences, 7 Kościerska St., 80-328 Gdańsk-Oliwa, Poland
Bibliografia
  • [1] M. Bolton, Micro-geomechanics, Lecture Notes, University of Cambridge, Cambridge, 2001.
  • [2] D. Kolymbas, “The misery of constitutive modelling”, in: Constitutive Modelling of Granular Materials, ed. D. Kolymbas, pp. 11-24, Springer, Berlin, 2000.
  • [3] W.F. Chen, Limit Analysis and Soil Plasticity, Elsevier, Amsterdam, 1975.
  • [4] W. Derski, R. Izbicki, I. Kisiel, and Z. Mroz, Rock and Soil Mechanics, ed. I. Kisiel, PWN, Warsaw, 1982 (in Polish).
  • [5] A. Saada and G. Bianchini, Constitutive Equations for Granular Non-Cohesive Soils, Balkema, Rotterdam, 1989.
  • [6] B.K. Menzies, “A computer controlled hydraulic triaxial testing system”, in: Advanced Triaxial Testing of Soil and Rock, ASTM STP 977, eds. R.T. Donaghe, R.C. Chaney and M.L. Silver, pp. 82-94, ASTM, Philadelphia, 1988.
  • [7] R.F. Craig, Soil Mechanics, Van Nostrand Reinhold, Wokingham, Berkshire, 1987.
  • [8] G. Castro, “Liquefaction and cyclic mobility of saturated sands”, J. Geotechnical Eng., ASCE 101 (GT6), 551-569 (1975).
  • [9] S.J. Poulos, “The steady state of deformation”, J. Geotechnical Eng., ASCE 107 (GT5), 501-516 (1981).
  • [10] K. Been and M.G. Jefferies, “A state parameter for sands”, Geotechnique 35 (2), 99-112 (1985).
  • [11] K. Been, M.G. Jefferies, and J. Hachey, “The critical states of sands”, Geotechnique 41 (3), 365-381 (1991).
  • [12] J. Chu and K.W. Leong, “Pre-failure strain softening and prefailure instability of sands: a comparative study”, Geotechnique 51 (4), 311-321 (2001).
  • [13] Z. Wiłun, Outlines of Geotechnics, WKiŁ, Warsaw, 2010 (in Polish).
  • [14] J. Tejchman, Finite Element Modeling of Shear Localization in Granular Bodies in Hypoplasticity with Enhancements, Gdańsk Univeristy of Technology Publishers, Gdańsk, 2005.
  • [15] M. Jefferies and K. Been, Soil Liquefaction: A Critical State Approach, Taylor and Francis, London, 2006.
  • [16] A. Sawicki and W. Świdziński, “Stress-strain relations for dry and saturated sands, Part I: Incremental model”, J. Theoretical and Applied Mechanics 48 (2), 309-328 (2010a).
  • [17] A. Sawicki and W. Świdziński, “Stress-strain relations for dry and saturated sands, Part II: Predictions”, J. Theoretical and Applied Mechanics 48 (2), 329-373 (2010b).
  • [18] A. Sawicki and W. Świdziński, “Modelling the pre-failure instabilities of sand”, Computers and Geotechnics 37(6), 781-788 (2010c), [doi: 10.1016/j.compgeo.2010.06.004].
  • [19] J.M. Konrad, “Undrained response of loosely compacted sands during monotonic and cyclic compression tests”, Geotechnique 43 (1), 69-89 (1993).
  • [20] P.V. Lade, “Static instability and liquefaction of loose fine sandy slopes”, J. Geotechnical Eng., ASCE 118 (1), 51-71 (1992).
  • [21] P.V. Lade, “Instability of granular materials”, in: Physics and Mechanics of Soil Liquefaction, eds. P.V. Lade and J.A. Yamamuro, pp. 3-16, Balkema, Rotterdam, 1999.
  • [22] P.V. Lade, R.B. Nelson, and Y.M. Ito, “Nonassociated flow and stability of granular materials”, J. Engineering Mechanics, ASCE 113 (9), 1302-1318 (1987).
  • [23] A. Sawicki and W. Świdziński, “Elastic moduli of noncohesive particulate materials”, Powder Technology 96, 24-32 (1998).
  • [24] A. Sawicki, “Elasto-plastic interpretation of oedometric tests”, Archives of Hydro-Engineering and Environmental Mechanics 41 (1-2), 111-131 (1994).
  • [25] K. Ishihara, Soil Behaviour in Earthquake Geotechnics, Clarendon Press, Oxford, 1996.
  • [26] A. Sawicki and J. Mierczyński, “Developments in modeling liquefaction of granular soils, caused by cyclic loads”, Applied Mechanics Reviews, Trans. ASME 59 (2), 91-106 (2006), [doi:10.1115/1.2130362].
  • [27] M.L. Silver and H.B. Seed, “Volume changes in sands during cyclic loading”, J. Soil Mech. Foundation Div., ASCE 97 (SM9), 1171-1182 (1971).
  • [28] A. Sawicki, “An engineering model for compaction of sand under cyclic loading”, Engineering Transactions 35 (4), 677-693 (1987).
  • [29] T. Wichtmann, A. Niemunis, and Th. Triantafyllidis, “Strain accumulation in sand due to cyclic loading: drained triaxial tests”, Soil Dynamics and Earthquake Engineering 25, 967-979 (2005).
  • [30] A. Sawicki, J. Mierczyński, and W. Świdziński, “Strains in sand due to cyclic loading in triaxial conditions”, Archives of Hydro-Engineering and Environmental Mechanics 56 (1-2), 63-98 (2009).
  • [31] A. Sawicki and W. Świdziński, “A study on liquefaction susceptibility of some soils from the coast of Marmara sea”, Bull. Pol. Ac.: Tech. 54 (4), 405-418 (2006).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-39732d32-01fd-4074-83dc-10a13321230e
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