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Volumn 3, Issue , 2005, Pages 1813-1816

Physico-chemical aspects of cementitious slurry design for the stabilisation of reactive soils

Author keywords

[No Author keywords available]

Indexed keywords

CEMENTITIOUS ADDITIVES; CLASSIFICATION SYSTEM; CLAY PARTICLES; GEOCHEMICAL CONDITIONS; GEOTECHNICAL; LABORATORY TEST; PHYSICO-CHEMICALS; POZZOLANIC REACTION; PROFILE DEVELOPMENT; SLURRY DESIGNS; SOIL CHARACTERISTICS; SOIL CHEMISTRY; SOIL DEPOSITS; SOIL GROUPS; STATE OF PRACTICE; UNIFIED SOIL CLASSIFICATION SYSTEMS;

EID: 57849153335     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (2)

References (17)
  • 1
    • 0037284286 scopus 로고    scopus 로고
    • Stabilising effects of different binders in some swedish soils
    • Ahnberg, H., Johansson, S.-t., Pihl, H. and Carlsson. T. (2003). Stabilising effects of different binders in some Swedish soils. Ground Improvement, 7(1), pp. 9-23.
    • (2003) Ground Improvement , vol.7 , Issue.1 , pp. 9-23
    • Ahnberg, H.1    Johansson, S.-T.2    Pihl, H.3    Carlsson, T.4
  • 2
    • 0035436196 scopus 로고    scopus 로고
    • Development of stabilisation and solidification in lime-clay mixes
    • Boardman, D.I., Glendinning, S. and Rogers, C.D.F. (2001). Development of stabilisation and solidification in lime-clay mixes, Geotechnique, 50, pp. 533-543.
    • (2001) Geotechnique , vol.50 , pp. 533-543
    • Boardman, D.I.1    Glendinning, S.2    Rogers, C.D.F.3
  • 5
    • 84868568915 scopus 로고    scopus 로고
    • Geoscience Australia Geographical Information System Metadata, ANZLIC identifier ANZCW0703005262
    • Geoscience Australia (2004). GEODATA TOPO 10M 2002, Geographical Information System Metadata, ANZLIC identifier ANZCW0703005262.
    • (2004) GEODATA TOPO 10M 2002
  • 7
    • 0035790127 scopus 로고    scopus 로고
    • Aqueous solubility diagrams for cementitious waste stabilization systems: II, end-member stoichiometries of ideal calcium silicate hydrate solid solutions
    • Kulik, D.A. and Kersten, M. (2001). Aqueous Solubility Diagrams for Cementitious Waste Stabilization Systems: II, End-Member Stoichiometries of Ideal Calcium Silicate Hydrate Solid Solutions, Journal of the American Ceramic Society, 84, pp. 3017-3026.
    • (2001) Journal of the American Ceramic Society , vol.84 , pp. 3017-3026
    • Kulik, D.A.1    Kersten, M.2
  • 8
    • 0025572869 scopus 로고
    • Laboratory investigations on the lime stabilization of sensitive clays: Shear strength development
    • Locat, J., Berube, M.A. and Choquette, M. (1990). Laboratory investigations on the lime stabilization of sensitive 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
  • 9
    • 0012249049 scopus 로고
    • Clay soil heave caused by lime-sulfate reactions, innovations and uses for lime
    • Special Publication No. 1135
    • Mitchell, J.K. and Dermatas, D. (1990). Clay Soil Heave Caused by Lime-Sulfate Reactions, Innovations and Uses for Lime, ASTM Special Publication No. 1135, pp 41-64.
    • (1990) ASTM , pp. 41-64
    • Mitchell, J.K.1    Dermatas, D.2
  • 11
    • 0037284327 scopus 로고    scopus 로고
    • Experimental evaluations of stabilisation methods for sulphate-rich expansive soils
    • Puppala, A.J., Wattanasanticharoen, E. and Punthutaecha, K. (2003). Experimental evaluations of stabilisation methods for sulphate-rich expansive soils. Ground Improvement 7, No. 1. 25-35.
    • (2003) Ground Improvement , vol.7 , Issue.1 , pp. 25-35
    • Puppala, A.J.1    Wattanasanticharoen, E.2    Punthutaecha, K.3
  • 12
    • 0033910245 scopus 로고    scopus 로고
    • Strength characteristics of lime-treated marine clay
    • Rajasekaran, G. and Rao, S.N. (2000). Strength characteristics of lime-treated marine clay, Ground Improvement, 3, pp. 127-136.
    • (2000) Ground Improvement , vol.3 , pp. 127-136
    • Rajasekaran, G.1    Rao, S.N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.