메뉴 건너뛰기




Volumn 23, Issue 3, 2005, Pages 309-319

Compressibility behaviour of lime-stabilized clay

Author keywords

Cementation; Clays; Compressibility; Lime stabilization; Yield stress

Indexed keywords

CEMENTS; COMPRESSIBILITY; LIMESTONE; SOILS; STABILIZATION; STRENGTH OF MATERIALS; STRESS ANALYSIS;

EID: 17844370534     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10706-004-1608-2     Document Type: Article
Times cited : (78)

References (29)
  • 4
    • 0023978145 scopus 로고
    • Stabilisation and treatment of clay soils with lime. Part 1 - Basic principles
    • FG Bell 1988 Stabilisation and treatment of clay soils with lime Part 1 - Basic principles. Ground Engineering 21 10-15
    • (1988) Ground Engineering , vol.21 , pp. 10-15
    • Bell, F.G.1
  • 6
    • 0035436196 scopus 로고    scopus 로고
    • Development of stabilisation and solidification in lime-clay mixes
    • D.I. Boardman and S. Glendinning CFD Rogers 2001 Development of stabilisation and solidification in lime-clay mixes Geotechnique 51 533-543
    • (2001) Geotechnique , vol.51 , pp. 533-543
    • Boardman, D.I.1    Glendinning, S.2    Rogers, C.F.D.3
  • 7
    • 17844372125 scopus 로고
    • Stabilized materials for civil engineering purposes
    • BS1924 Methods of tests for cement-stabilized and lime-stabilized materials British Standards Institution London BSI
    • BS1924. Stabilized materials for civil engineering purposes. Methods of tests for cement-stabilized and lime-stabilized materials,British Standards Institution, Part 2. London, BSI, 1990.
    • (1990) , Issue.PART 2
  • 8
    • 0025645141 scopus 로고
    • On the compressibility and strength of natural clays
    • J.B. Burland 1990 On the compressibility and strength of natural clays Geotechnique 40 329-378
    • (1990) Geotechnique , vol.40 , pp. 329-378
    • Burland, J.B.1
  • 9
    • 84910193991 scopus 로고
    • Laboratory experiments in the stabilization of clays with hydrated lime
    • K.E. Clare and A.E. Cruchley 1957 Laboratory experiments in the stabilization of clays with hydrated lime Geotechnique 7 97-111
    • (1957) Geotechnique , vol.7 , pp. 97-111
    • Clare, K.E.1    Cruchley, A.E.2
  • 10
    • 0004632235 scopus 로고
    • Transformation of clay mineral by calcium hydroxide attack
    • Ingerson, E. and Brakely, W.K. (eds.) Atlanta, Georgia
    • Diamond, S., White, J.L. and Dolch, W.L.: Transformation of clay mineral by calcium hydroxide attack, In: Ingerson, E. and Brakely, W.K. (eds.), Proceedings, 12th National Conference on Clays and Clay Minerals, Atlanta, Georgia, 1963, pp. 268-280.
    • (1963) Proceedings, 12th National Conference on Clays and Clay Minerals , pp. 268-280
    • Diamond, S.1    White, J.L.2    Dolch, W.L.3
  • 11
    • 0001946997 scopus 로고
    • The reaction of hydrated lime with pure clay minerals in soil stabilisation
    • J.L. Eades and R.E. Grim 1960 The reaction of hydrated lime with pure clay minerals in soil stabilisation Highway Research Board Bulletin 262 51-63
    • (1960) Highway Research Board Bulletin , vol.262 , pp. 51-63
    • Eades, J.L.1    Grim, R.E.2
  • 12
    • 0000651720 scopus 로고
    • Conceptual basis for a constitutive model for bonded soils and weak rocks
    • Anagnostopoulos, A., Schlosser, F., Kalteziotis, N. and Frank, R. (eds.) Balkema
    • Gens, A. and Nova, R.: Conceptual basis for a constitutive model for bonded soils and weak rocks, In: Anagnostopoulos, A., Schlosser, F., Kalteziotis, N. and Frank, R. (eds.), Geotechnical Engineering of Hard Soils - Soft Rocks, Vol. 1, Balkema, 1993, pp. 495-500.
    • (1993) Geotechnical Engineering of Hard Soils - Soft Rocks , vol.1 , pp. 495-500
    • Gens, A.1    Nova, R.2
  • 13
    • 0002374361 scopus 로고    scopus 로고
    • An introduction to lime stabilization
    • Loughborough University Thomas Telford London
    • HM Greaves 1996 An introduction to lime stabilization In: Proceedings, Seminar on Lime Stabilization, Loughborough University Thomas Telford London 5-12
    • (1996) Proceedings, Seminar on Lime Stabilization , pp. 5-12
    • Greaves, H.M.1
  • 14
    • 0002156082 scopus 로고    scopus 로고
    • Lime treatment of capping layers in accordance with the current specification for highway works
    • Loughborough University, Thomas Telford
    • Holt, C.C. and Freer-Hewish, R.J.: Lime treatment of capping layers in accordance with the current specification for highway works, In: Proceedings, Seminar on Lime Stabilisation, Loughborough University, Thomas Telford, 1996, pp. 51-61.
    • (1996) Proceedings, Seminar on Lime Stabilisation , pp. 51-61
    • Holt, C.C.1    Freer-Hewish, R.J.2
  • 17
    • 0025676842 scopus 로고
    • The general and congruent effects of structure in natural soils and weak rocks
    • S. Leroueil and P.R. Vaughan 1990 The general and congruent effects of structure in natural soils and weak rocks Geotechnique 40 467-488
    • (1990) Geotechnique , vol.40 , pp. 467-488
    • Leroueil, S.1    Vaughan, P.R.2
  • 18
    • 0025572869 scopus 로고
    • Laboratory investigations on lime stabilization of sensi tive clays: Shear strength development
    • J. Locat M.A. Berube and M. Choquette 1990 Laboratory investigations on lime stabilization of sensi tive clays: Shear strength development Canadian Geotechnical Journal 27 294-304
    • (1990) Canadian Geotechnical Journal , vol.27 , pp. 294-304
    • Locat, J.1    Berube, M.A.2    Choquette, M.3
  • 19
    • 0012349905 scopus 로고
    • Influence of time between mixing and compaction on properties of lime stabilized expansive clay
    • J.K. Mitchell and D.R. Hooper 1961 Influence of time between mixing and compaction on properties of lime stabilized expansive clay Highway Research Board Bulletin 304 14-31
    • (1961) Highway Research Board Bulletin , vol.304 , pp. 14-31
    • Mitchell, J.K.1    Hooper, D.R.2
  • 22
    • 0002624699 scopus 로고    scopus 로고
    • Lime stabilization technique for the improvement of marine clay
    • G Rajasekharan and R Narasimha 1997 Lime stabilization technique for the improvement of marine clay Soils and Foundations 37 97-104
    • (1997) Soils and Foundations , vol.37 , pp. 97-104
    • Rajasekharan, G.1    Narasimha, R.2
  • 23
    • 0036554324 scopus 로고    scopus 로고
    • Lime pile treatment of black cotton soil
    • S.M. Rao and B. Venkataswamy 2002 Lime pile treatment of black cotton soil Ground Improvement 6 85-93
    • (2002) Ground Improvement , vol.6 , pp. 85-93
    • Rao, S.M.1    Venkataswamy, B.2
  • 24
    • 0002906740 scopus 로고    scopus 로고
    • Modification of clay soils using lime
    • Loughborough University Civil and Building Engineering Department, London
    • Rogers, C.D.F. and Glendinning, S.: Modification of clay soils using lime, In: Proceedings, Seminar on Lime Stabilization, Loughborough University, Civil and Building Engineering Department, London, 1996, pp. 99-114.
    • (1996) Proceedings, Seminar on Lime Stabilization , pp. 99-114
    • Rogers, C.D.F.1    Glendinning, S.2
  • 25
    • 17844379642 scopus 로고    scopus 로고
    • Role of lime-soil reactions and environmental factors in the engineering behaviour of lime-amended expansive clays
    • Ph.D. Dissertation Indian Institute of Science, Bangalore, India
    • Shivananda, P. Role of lime-soil reactions and environmental factors in the engineering behaviour of lime-amended expansive clays, Ph.D. Dissertation, Indian Institute of Science, Bangalore, India, 2003, 241 pp.
    • (2003) , pp. 241
    • Shivananda, P.1
  • 26
    • 0001381791 scopus 로고
    • A framework for unsaturated soil behaviour
    • D.G. Toll 1990 A framework for unsaturated soil behaviour Geotechnique 40 31-44
    • (1990) Geotechnique , vol.40 , pp. 31-44
    • Toll, D.G.1
  • 28
    • 0141460202 scopus 로고
    • Comparative effects of hydraulic, calcitic and dolomitic limes and cement in soil stabilization
    • J.W.H. Wang M. Mateos and D.T. Davidson 1963 Comparative effects of hydraulic, calcitic and dolomitic limes and cement in soil stabilization Highway Research Record Bulletin 59 42-54
    • (1963) Highway Research Record Bulletin , vol.59 , pp. 42-54
    • Wang, J.W.H.1    Mateos, M.2    Davidson, D.T.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.