메뉴 건너뛰기




Volumn 28, Issue 6, 2004, Pages 483-499

Fabric evolution during hydromechanical loading of a compacted silt

Author keywords

Compacted soil; Fabric; Hydromechanical behaviour; Pore size distribution; Suction

Indexed keywords

FABRICS; LOADING; MICROPOROSITY; STRESS ANALYSIS;

EID: 2442592918     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.348     Document Type: Article
Times cited : (119)

References (39)
  • 2
    • 0028325560 scopus 로고
    • Relations between pore-space and hydraulic properties in compacted beds of silty-loam aggregates
    • Tamari S. Relations between pore-space and hydraulic properties in compacted beds of silty-loam aggregates. Soil Technology 1984; 7:57-73.
    • (1984) Soil Technology , vol.7 , pp. 57-73
    • Tamari, S.1
  • 3
    • 0342342580 scopus 로고
    • The permeability of a porous medium determined from certain probability laws for pore-size distribution
    • Brustaert W. The permeability of a porous medium determined from certain probability laws for pore-size distribution. Water Resources Research 1968; 4:425-434.
    • (1968) Water Resources Research , vol.4 , pp. 425-434
    • Brustaert, W.1
  • 4
    • 0011472530 scopus 로고
    • Thirtieth Rankine lecture: On the compressibility and shear strength of natural clays
    • Burland JB. Thirtieth Rankine lecture: on the compressibility and shear strength of natural clays. Géotechnique 1990; 40:327-378.
    • (1990) Géotechnique , vol.40 , pp. 327-378
    • Burland, J.B.1
  • 7
    • 0016072127 scopus 로고
    • The form and function of microfabric features in a variety of natural soils
    • Collins K, McGown A. The form and function of microfabric features in a variety of natural soils. Géotechnique 1974; 24:223-254.
    • (1974) Géotechnique , vol.24 , pp. 223-254
    • Collins, K.1    McGown, A.2
  • 9
    • 0021286108 scopus 로고
    • Study of the structure of a sensitive Champlain clay and of its evolution during consolidation
    • Delage P, Lefebvre G. Study of the structure of a sensitive Champlain clay and of its evolution during consolidation. Canadian Geotechnical Journal 1984; 21:21-35.
    • (1984) Canadian Geotechnical Journal , vol.21 , pp. 21-35
    • Delage, P.1    Lefebvre, G.2
  • 10
    • 0024627978 scopus 로고
    • Change in pore-size distribution due to consolidation of clays
    • Griffiths FJ, Joshi RC. Change in pore-size distribution due to consolidation of clays. Géotechnique 1989; 39: 159-167.
    • (1989) Géotechnique , vol.39 , pp. 159-167
    • Griffiths, F.J.1    Joshi, R.C.2
  • 11
    • 0024874375 scopus 로고
    • Effects of compaction on the pore space geometry in sandy soils
    • Coulon E. Bruand A. Effects of compaction on the pore space geometry in sandy soils. Soil and Tillage Research 1989; 15:137-152.
    • (1989) Soil and Tillage Research , vol.15 , pp. 137-152
    • Coulon, E.1    Bruand, A.2
  • 13
    • 0034740326 scopus 로고    scopus 로고
    • Measurement and estimation of pore shrinkage and pore distribution in a clayey till during soil-water characteristic curve tests
    • Simms PH, Yanful EK. Measurement and estimation of pore shrinkage and pore distribution in a clayey till during soil-water characteristic curve tests. Canadian Geotechnical Journal 2001; 38:741-754.
    • (2001) Canadian Geotechnical Journal , vol.38 , pp. 741-754
    • Simms, P.H.1    Yanful, E.K.2
  • 14
    • 0036587818 scopus 로고    scopus 로고
    • Predicting soil-water characteristic curves of compacted plastic soils from measured pore-size distribution
    • Simms PH, Yanful EK. Predicting soil-water characteristic curves of compacted plastic soils from measured pore-size distribution. Géotechnique 2002; 52:269-278.
    • (2002) Géotechnique , vol.52 , pp. 269-278
    • Simms, P.H.1    Yanful, E.K.2
  • 15
    • 0030422686 scopus 로고    scopus 로고
    • The fabric of a clay soil under controlled mechanical and hydraulic stress states
    • Al-Mukhtar M. Belanteur N, Tessier D, Vanapalli SK. The fabric of a clay soil under controlled mechanical and hydraulic stress states. Applied Clay Science 1996; 11:99-115.
    • (1996) Applied Clay Science , vol.11 , pp. 99-115
    • Al-Mukhtar, M.1    Belanteur, N.2    Tessier, D.3    Vanapalli, S.K.4
  • 16
    • 0030432953 scopus 로고    scopus 로고
    • Coupling analysis of macroscopic and microscopic behaviour in highly consolidated Na-laponite clays
    • Qi Y. Al-Mukhtar M. Alcover JF, Bergaya F. Coupling analysis of macroscopic and microscopic behaviour in highly consolidated Na-laponite clays. Applied Clay Science 1996; 11:185-197.
    • (1996) Applied Clay Science , vol.11 , pp. 185-197
    • Qi, Y.1    Al-Mukhtar, M.2    Alcover, J.F.3    Bergaya, F.4
  • 18
    • 0242684491 scopus 로고    scopus 로고
    • Comportement hydroméanique d'un sol gonflan sous très fortes succions
    • Cuisinier O, Masrouri F. Comportement hydroméanique d'un sol gonflan sous très fortes succions. Comptes Rendus Mécanique 2003; 333:203-210.
    • (2003) Comptes Rendus Mécanique , vol.333 , pp. 203-210
    • Cuisinier, O.1    Masrouri, F.2
  • 19
    • 0025620943 scopus 로고
    • A constitutive model for partially saturated soils
    • Alonso EE, Gens A, Josa A. A constitutive model for partially saturated soils. Géotechnique 1990; 40:405-430.
    • (1990) Géotechnique , vol.40 , pp. 405-430
    • Alonso, E.E.1    Gens, A.2    Josa, A.3
  • 20
    • 0037293574 scopus 로고    scopus 로고
    • An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour
    • Gallipoli D. Gens A. Sharma R. Vaunat J. An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour. Géotechnique 2003; 53:123-135.
    • (2003) Géotechnique , vol.53 , pp. 123-135
    • Gallipoli, D.1    Gens, A.2    Sharma, R.3    Vaunat, J.4
  • 22
    • 0034253672 scopus 로고    scopus 로고
    • Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 1: Wetting and isotropic compression
    • Sivakumar V, Wheeler SJ. Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 1: wetting and isotropic compression. Géotechnique 2000: 50:359-368.
    • (2000) Géotechnique , vol.50 , pp. 359-368
    • Sivakumar, V.1    Wheeler, S.J.2
  • 23
    • 27644525954 scopus 로고    scopus 로고
    • Structure et comportement mécanique d'un sol gonflant non saturé
    • in press
    • Cuisinier O, Masrouri F. Structure et comportement mécanique d'un sol gonflant non saturé. Revue Francaise de Géotechnique 2004: in press.
    • (2004) Revue Francaise de Géotechnique
    • Cuisinier, O.1    Masrouri, F.2
  • 24
    • 34247647193 scopus 로고
    • Capillary conduction of liquids through porous medium
    • Richards RA. Capillary conduction of liquids through porous medium. Physics 1935: 1:318-333.
    • (1935) Physics , vol.1 , pp. 318-333
    • Richards, R.A.1
  • 25
    • 85018829143 scopus 로고
    • Stress-strain relations for partly saturated soils
    • Coleman JD. Stress-strain relations for partly saturated soils. Géotechnique 1962; 12:348-350.
    • (1962) Géotechnique , vol.12 , pp. 348-350
    • Coleman, J.D.1
  • 26
    • 0014379767 scopus 로고
    • Volume change characteristics of partially saturated soils
    • Matyas EL, Radhakrishna HS. Volume change characteristics of partially saturated soils. Géotechnique 1968; 18:432-448.
    • (1968) Géotechnique , vol.18 , pp. 432-448
    • Matyas, E.L.1    Radhakrishna, H.S.2
  • 28
    • 0016072127 scopus 로고
    • The form and function of microfabric features in a variety of natural soils
    • Collins K, McGown A. The form and function of microfabric features in a variety of natural soils. Géotechnique 1974: 24:223-254.
    • (1974) Géotechnique , vol.24 , pp. 223-254
    • Collins, K.1    McGown, A.2
  • 29
    • 0036058350 scopus 로고    scopus 로고
    • Estimation de la porosité dans un matériau argileux: porosity assessments in a clay material
    • Guillot X, Al-Mukhtar M, Bergaya F. Fleureau JM. Estimation de la porosité dans un matériau argileux: porosity assessments in a clay material. Comptes Rendus Geosciences 2002; 334:105-109.
    • (2002) Comptes Rendus Geosciences , vol.334 , pp. 105-109
    • Guillot, X.1    Al-Mukhtar, M.2    Bergaya, F.3    Fleureau, J.M.4
  • 30
    • 0034173732 scopus 로고    scopus 로고
    • Compressibility effect in evaluating the pore-size distribution of kaolin clay using mercury intrusion porosimetry
    • Penumadu D, Dean J. Compressibility effect in evaluating the pore-size distribution of kaolin clay using mercury intrusion porosimetry. Canadian Geotechnical Journal 2000; 37:393-405.
    • (2000) Canadian Geotechnical Journal , vol.37 , pp. 393-405
    • Penumadu, D.1    Dean, J.2
  • 34
    • 0033198634 scopus 로고    scopus 로고
    • Water permeability, water retention and microstructure of unsaturated compacted Boom clay
    • Romero E. Gens A, Lloret A. Water permeability, water retention and microstructure of unsaturated compacted Boom clay. Engineering Geology 1999; 54:117-127.
    • (1999) Engineering Geology , vol.54 , pp. 117-127
    • Romero, E.1    Gens, A.2    Lloret, A.3
  • 35
    • 0021334903 scopus 로고
    • Influence de la lyophilisation sur la structure d'une argile sensible du Québec
    • Delage P. Pellerin FM. Influence de la lyophilisation sur la structure d'une argile sensible du Québec. Clay Minerals 1984; 19:151-160.
    • (1984) Clay Minerals , vol.19 , pp. 151-160
    • Delage, P.1    Pellerin, F.M.2
  • 38
    • 0034253136 scopus 로고    scopus 로고
    • Experimental behaviour and modelling of an unsaturated compacted soil
    • Rampino C, Mancuso C, Vinale F. Experimental behaviour and modelling of an unsaturated compacted soil. Canadian Geotechnical Journal 2000; 37:748-763.
    • (2000) Canadian Geotechnical Journal , vol.37 , pp. 748-763
    • Rampino, C.1    Mancuso, C.2    Vinale, F.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.