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Volumn 45, Issue 2, 2005, Pages 181-194

Compaction bands and oedometric testing in cemented soils

Author keywords

Cemented soils; Coefficient of earth pressure at rest; Compaction bands; Elasto plasticity; Mathematical modelling; Oedometric tests (IGC: D5)

Indexed keywords

COMPACTION; ELASTOPLASTICITY; LIME; MATHEMATICAL MODELS; SILICA; SILICA SAND; SOIL MECHANICS; SOILS;

EID: 33745088198     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.45.2_181     Document Type: Conference Paper
Times cited : (37)

References (42)
  • 1
    • 85025000807 scopus 로고
    • Discussion on a new device for measuring local axial strains on triaxial specimens
    • Ackerley, S. K., Hellings, J. E. and Jardine, R. J. (1987): Discussion on a new device for measuring local axial strains on triaxial specimens, Géotechnique 37(3), 413-417.
    • (1987) Géotechnique , vol.37 , Issue.3 , pp. 413-417
    • Ackerley, S.K.1    Hellings, J.E.2    Jardine, R.J.3
  • 3
    • 1342309862 scopus 로고    scopus 로고
    • Compaction localization in porous sandstones: Spatial evolution of damage and acoustic emission activity
    • Baud, P., Klein, E. and Wong, T.-F. (2004): Compaction localization in porous sandstones: spatial evolution of damage and acoustic emission activity, J. Struct. Geology, 26, 603-624.
    • (2004) J. Struct. Geology , vol.26 , pp. 603-624
    • Baud, P.1    Klein, E.2    Wong, T.-F.3
  • 4
    • 2542428720 scopus 로고    scopus 로고
    • A constitutive model for structured clays
    • Baudet, B. and Stallebrass, S. (2004): A constitutive model for structured clays Géotechnique, 54(4), 269-278.
    • (2004) Géotechnique , vol.54 , Issue.4 , pp. 269-278
    • Baudet, B.1    Stallebrass, S.2
  • 5
    • 54249120730 scopus 로고    scopus 로고
    • Bolton, M. D. and Marketos, C. (2005): Compaction bands as observed in DEM simulations, (to appear in Powders & Grains 2005, Stuttgart).
    • Bolton, M. D. and Marketos, C. (2005): Compaction bands as observed in DEM simulations, (to appear in Powders & Grains 2005, Stuttgart).
  • 6
    • 0031257404 scopus 로고    scopus 로고
    • Coupling plasticity and energy-conserving elasticity models for clays
    • Borja, R. I., Tamagnini, C. and Amorosi, A. (1997): Coupling plasticity and energy-conserving elasticity models for clays, J. Geotech. Geoenvir. Eng., ASCE, 123(10), 948-957.
    • (1997) J. Geotech. Geoenvir. Eng., ASCE , vol.123 , Issue.10 , pp. 948-957
    • Borja, R.I.1    Tamagnini, C.2    Amorosi, A.3
  • 7
    • 0018712811 scopus 로고
    • A natural compression law for soils (an advance on e-log p')
    • Butterfield, R. (1979): A natural compression law for soils (an advance on e-log p'), Géotechnique, 29(4), 469-480.
    • (1979) Géotechnique , vol.29 , Issue.4 , pp. 469-480
    • Butterfield, R.1
  • 8
    • 0000566403 scopus 로고    scopus 로고
    • A review of laboratory testing of calcareous soils
    • ed. by Al-Sharif, K, Bahrain, Feb, Balkema, Rotterdam
    • Carter, J. P., Airey, D. W. and Fahey, M. (1999): A review of laboratory testing of calcareous soils, 2nd Int. Conf. on Engineering for Calcareous Sediments, (ed. by Al-Sharif, K.), Bahrain, Feb. 1999, Balkema, Rotterdam, 2, 401-431.
    • (1999) 2nd Int. Conf. on Engineering for Calcareous Sediments , vol.2 , pp. 401-431
    • Carter, J.P.1    Airey, D.W.2    Fahey, M.3
  • 10
    • 3242728494 scopus 로고    scopus 로고
    • Oedometric tests on artificially weathered carbonatic soft rocks
    • Castellanza, R. and Nova, R. (2004): Oedometric tests on artificially weathered carbonatic soft rocks, J. Geotech. Geoenvir. Eng., ASCE, 130(7).
    • (2004) J. Geotech. Geoenvir. Eng., ASCE , vol.130 , Issue.7
    • Castellanza, R.1    Nova, R.2
  • 12
    • 0034253675 scopus 로고    scopus 로고
    • A general framework for the mechanical behaviour of clays
    • Cotecchia, F. and Chandler, R. (2000): A general framework for the mechanical behaviour of clays, Géotechnique, 50(4), 431-447.
    • (2000) Géotechnique , vol.50 , Issue.4 , pp. 431-447
    • Cotecchia, F.1    Chandler, R.2
  • 13
    • 0033382201 scopus 로고    scopus 로고
    • On the mechanics of structured sands
    • Cuccovillo, T. and Coop, M. R. (1999): On the mechanics of structured sands, Géotechnique, 49(6), 741-760.
    • (1999) Géotechnique , vol.49 , Issue.6 , pp. 741-760
    • Cuccovillo, T.1    Coop, M.R.2
  • 14
    • 0842284565 scopus 로고    scopus 로고
    • On the modeling of anisotropy and destructuration of soft clays within the multilaminate framework
    • Cudny, M. and Vermeer, P. A. (2004): On the modeling of anisotropy and destructuration of soft clays within the multilaminate framework, Comp. & Geotech., 31, 1-22.
    • (2004) Comp. & Geotech , vol.31 , pp. 1-22
    • Cudny, M.1    Vermeer, P.A.2
  • 16
    • 54249089275 scopus 로고    scopus 로고
    • Di Prisco, C., Mattiotti, R. and Nova, R. (1992): A mathematical model of grouted sand behaviour, Proc., NUMOG IV, Swansea, UK, (eds. by Pande, G. and Pietrusczczak, S.), Balkema, Rotterdam, 25-35.
    • Di Prisco, C., Mattiotti, R. and Nova, R. (1992): A mathematical model of grouted sand behaviour, Proc., NUMOG IV, Swansea, UK, (eds. by Pande, G. and Pietrusczczak, S.), Balkema, Rotterdam, 25-35.
  • 17
    • 0018443302 scopus 로고
    • Static and dynamic properties of sand-cement
    • Dupas, J. M. and Pecker, A. (1979): Static and dynamic properties of sand-cement, J. Geotech. Eng., ASCE, 105(3), 419-436.
    • (1979) J. Geotech. Eng., ASCE , vol.105 , Issue.3 , pp. 419-436
    • Dupas, J.M.1    Pecker, A.2
  • 18
    • 54249136224 scopus 로고    scopus 로고
    • Gens, A. and Nova, R. (1993): Conceptual bases for a constitutive model for bonded soils and weak rocks, Geotech. Engrg. of Hard Soils-Soft Rocks, (eds. by Anagnostopoulos et al.), Balkema, 485-49.
    • Gens, A. and Nova, R. (1993): Conceptual bases for a constitutive model for bonded soils and weak rocks, Geotech. Engrg. of Hard Soils-Soft Rocks, (eds. by Anagnostopoulos et al.), Balkema, 485-49.
  • 19
    • 0031708533 scopus 로고    scopus 로고
    • An investigation on the uniqueness of the incremental response of elastoplastic models for virgin sand
    • Imposimato, S. and Nova, R. (1998): An investigation on the uniqueness of the incremental response of elastoplastic models for virgin sand, Mechanics of Cohesive-Frictional Materials, 3, 65-87.
    • (1998) Mechanics of Cohesive-Frictional Materials , vol.3 , pp. 65-87
    • Imposimato, S.1    Nova, R.2
  • 20
    • 0034111811 scopus 로고    scopus 로고
    • A constitutive model for structured soils
    • Kavvadas, M. and Amorosi, A. (2000): A constitutive model for structured soils, Géotechnique, 50(3), 263-273.
    • (2000) Géotechnique , vol.50 , Issue.3 , pp. 263-273
    • Kavvadas, M.1    Amorosi, A.2
  • 21
    • 54249135284 scopus 로고    scopus 로고
    • Lagioia, R. (1994): Comportamento meccanico dei terreni cementati naturali: indagine sperimentale ed interpretazioni teoriche, PhD Thesis, Politecnico di Milano.
    • Lagioia, R. (1994): Comportamento meccanico dei terreni cementati naturali: indagine sperimentale ed interpretazioni teoriche, PhD Thesis, Politecnico di Milano.
  • 22
    • 0029415875 scopus 로고
    • An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression
    • Lagioia, R. and Nova, R. (1995): An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression, Gé otechnique, 45(4), 633-648.
    • (1995) Gé otechnique , vol.45 , Issue.4 , pp. 633-648
    • Lagioia, R.1    Nova, R.2
  • 23
    • 54249142547 scopus 로고    scopus 로고
    • Lagioia, R. and Potts, D. M. (1997): Stress and strain non-uniformities in triaxial testing of structured soils, Numerical Models in Geomechanics, NUMOG VI, (eds. by Pande and Pietrusckzac), Balkema, 147-152.
    • Lagioia, R. and Potts, D. M. (1997): Stress and strain non-uniformities in triaxial testing of structured soils, Numerical Models in Geomechanics, NUMOG VI, (eds. by Pande and Pietrusckzac), Balkema, 147-152.
  • 24
    • 0030451972 scopus 로고    scopus 로고
    • A new versatile expression for yield and plastic potential surfaces
    • Lagioia, R., Puzrin, A. M. and Potts, D. M. (1996): A new versatile expression for yield and plastic potential surfaces, Comp. Geotech., 19(3), 171-191.
    • (1996) Comp. Geotech , vol.19 , Issue.3 , pp. 171-191
    • Lagioia, R.1    Puzrin, A.M.2    Potts, D.M.3
  • 25
    • 1642483861 scopus 로고    scopus 로고
    • Engineering behavior of cement stabilized clay at high water content
    • Miura, N., Horpibulsuk, S. and Nagaraj, T. S. (2001): Engineering behavior of cement stabilized clay at high water content, Soils and Foundations, 41(5), 33-45.
    • (2001) Soils and Foundations , vol.41 , Issue.5 , pp. 33-45
    • Miura, N.1    Horpibulsuk, S.2    Nagaraj, T.S.3
  • 26
    • 0030418393 scopus 로고    scopus 로고
    • Compaction bands: A structural analog for anti mode I cracks in aeolian sandstone
    • Mollema, P. N. and Antonellini, M. A. (1996): Compaction bands: a structural analog for anti mode I cracks in aeolian sandstone, Tectonophysics, 267, 209-228.
    • (1996) Tectonophysics , vol.267 , pp. 209-228
    • Mollema, P.N.1    Antonellini, M.A.2
  • 28
    • 54249147278 scopus 로고    scopus 로고
    • Nova, R. (1992): Mathematical modelling of natural and engineered geomaterials, General lecture 1st E. C. S. M. Munchen, Eur. J. Mech. A/Solids, 11, Special Issue, 135-154.
    • Nova, R. (1992): Mathematical modelling of natural and engineered geomaterials, General lecture 1st E. C. S. M. Munchen, Eur. J. Mech. A/Solids, 11, Special Issue, 135-154.
  • 29
    • 54249162250 scopus 로고    scopus 로고
    • Nova R. (2003): The failure concept in soil mechanics revisited, Proc. Int. Workshop on Bifurcation and Instabilities in Geomechanics IWBL 2002, (eds. by Drescher, A. and Labuz, J.), Balkema, Lisse, 3-16.
    • Nova R. (2003): The failure concept in soil mechanics revisited, Proc. Int. Workshop on Bifurcation and Instabilities in Geomechanics IWBL 2002, (eds. by Drescher, A. and Labuz, J.), Balkema, Lisse, 3-16.
  • 30
    • 0041854206 scopus 로고    scopus 로고
    • A constitutive model for bonded geomaterials subject to mechanical and /or chemical degradation
    • Nova, R., Castellanza, R. and Tamagnini, C. (2003): A constitutive model for bonded geomaterials subject to mechanical and /or chemical degradation, I. J. Numer. Anal. Meth. Geomech., 27, 705-732.
    • (2003) I. J. Numer. Anal. Meth. Geomech , vol.27 , pp. 705-732
    • Nova, R.1    Castellanza, R.2    Tamagnini, C.3
  • 31
    • 0033541451 scopus 로고    scopus 로고
    • Theoretical and experimental investigation of compaction bands in porous rock
    • Olsson, W. A. (1999): Theoretical and experimental investigation of compaction bands in porous rock, J. Geoph. Res., 104(84), 7219-7228.
    • (1999) J. Geoph. Res , vol.104 , Issue.84 , pp. 7219-7228
    • Olsson, W.A.1
  • 32
    • 0034352521 scopus 로고    scopus 로고
    • Compaction localization in porous rock
    • Olsson, W. A. and Holcomb, D. J. (2000): Compaction localization in porous rock, Geophysical Research Letters, 27(21), 3537-3540.
    • (2000) Geophysical Research Letters , vol.27 , Issue.21 , pp. 3537-3540
    • Olsson, W.A.1    Holcomb, D.J.2
  • 33
    • 0036766470 scopus 로고    scopus 로고
    • Compaction localization in porous sandstone: Implications for reservoir mechanics
    • Olsson, W. A., Holcomb, D. J. and Rudnicki, J. W. (2002): Compaction localization in porous sandstone: implications for reservoir mechanics, Oil Gas Sci. Tech., Rev. IFP, 57(5), 591-599.
    • (2002) Oil Gas Sci. Tech., Rev. IFP , vol.57 , Issue.5 , pp. 591-599
    • Olsson, W.A.1    Holcomb, D.J.2    Rudnicki, J.W.3
  • 34
    • 0031876533 scopus 로고    scopus 로고
    • State of the art in deep mixing technology: Part I. Basic concepts and overview
    • Porbaha, A. (1998): State of the art in deep mixing technology: part I. Basic concepts and overview, Ground Improvement, 2, 81-92.
    • (1998) Ground Improvement , vol.2 , pp. 81-92
    • Porbaha, A.1
  • 35
    • 0034100589 scopus 로고    scopus 로고
    • A kinematic hardening constitutive model for natural clays with loss of structure
    • Rouainia, M. and Wood, D. M. (2000): A kinematic hardening constitutive model for natural clays with loss of structure, Géotechnique, 50(2), 153-164.
    • (2000) Géotechnique , vol.50 , Issue.2 , pp. 153-164
    • Rouainia, M.1    Wood, D.M.2
  • 36
    • 0037014437 scopus 로고    scopus 로고
    • Conditions for compaction and shear bands in a transversely isotropic material
    • Rudnicki, J. W. (2002): Conditions for compaction and shear bands in a transversely isotropic material, Int. J. Solids and Structures, 39, 3741-3756.
    • (2002) Int. J. Solids and Structures , vol.39 , pp. 3741-3756
    • Rudnicki, J.W.1
  • 37
    • 0016647841 scopus 로고
    • Conditions for the localization of deformation in pressure-sensitive dilatant materials
    • Rudnicki, J. W. and Rice, J. R. (1975): Conditions for the localization of deformation in pressure-sensitive dilatant materials, J. Mech. Phys. Solids, 23, 371-394.
    • (1975) J. Mech. Phys. Solids , vol.23 , pp. 371-394
    • Rudnicki, J.W.1    Rice, J.R.2
  • 39
    • 0001883239 scopus 로고
    • Yielding of sand in triaxial compression
    • Tatsuoka, F. and Ishihara, K. (1974): Yielding of sand in triaxial compression, Soils and Foundations, 14(2), 63-76.
    • (1974) Soils and Foundations , vol.14 , Issue.2 , pp. 63-76
    • Tatsuoka, F.1    Ishihara, K.2
  • 40
    • 0002755351 scopus 로고    scopus 로고
    • Engineering behavior of cement-treated Bangkok soft clay
    • Uddin, K., Balasubramaniam, A. S. and Bergado, D. T. (1997): Engineering behavior of cement-treated Bangkok soft clay, Geotech. Eng. J., 28 (1), 89-119.
    • (1997) Geotech. Eng. J , vol.28 , Issue.1 , pp. 89-119
    • Uddin, K.1    Balasubramaniam, A.S.2    Bergado, D.T.3
  • 41
    • 24744457118 scopus 로고    scopus 로고
    • Lime treated clay: Salient engineering properties and a conceptual model
    • Uddin, M. K. and Buensuceso, B. R. (2002): Lime treated clay: salient engineering properties and a conceptual model, Soils and Foundations, 42(5), 79-91.
    • (2002) Soils and Foundations , vol.42 , Issue.5 , pp. 79-91
    • Uddin, M.K.1    Buensuceso, B.R.2
  • 42
    • 0029289410 scopus 로고
    • Factors affecting at-rest lateral stress in artificially cemented sands
    • Zhu, F., Clark, J. I. and Paulin, M. J. (1995): Factors affecting at-rest lateral stress in artificially cemented sands, Can. Geotech. J., 32, 195-203.
    • (1995) Can. Geotech. J , vol.32 , pp. 195-203
    • Zhu, F.1    Clark, J.I.2    Paulin, M.J.3


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