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Volumn 32, Issue 2, 2009, Pages 83-88

Sub-bases layers of residual granite soil stabilised with lime

Author keywords

Ground improvement; Lime; Pavement sub bases; Residual soils; Soil stabilisation

Indexed keywords

CHEMICAL ACTIVATORS; CLAY FRACTIONS; CURING TIME; GRANITE SOIL; GRANITIC SOILS; GROUND IMPROVEMENT; LOSS OF STRENGTH; RESIDUAL SOILS; STABILISATION; STABILISED SOIL; STRENGTH GAIN; SUB-BASES;

EID: 70350560971     PISSN: 19809743     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (8)

References (9)
  • 3
    • 70350559697 scopus 로고    scopus 로고
    • ASTM. Part 10. American Society for Testing and Materials
    • ASTM (2001) Standard Specification for Sodium Chloride, D632. Part 10. American Society for Testing and Materials, 4 pp.
    • (2001) Standard Specification for Sodium Chloride, D632 , pp. 4
  • 6
    • 70350531585 scopus 로고    scopus 로고
    • MSc Dissertation, Department of Civil Engineering, University of Minho, Guimarães
    • Cristelo, N.M. (2001) Stabilization of Residual Granite Soils Using Lime. MSc Dissertation, Department of Civil Engineering, University of Minho, Guimarães, 227 pp.
    • (2001) Stabilization of Residual Granite Soils Using Lime , pp. 227
    • Cristelo, N.M.1
  • 8
    • 19044374902 scopus 로고
    • Amorphous materials of decomposed granite soil and their influence on lime stabilization
    • Bangkok, Thailand
    • Nishida, K. (1987) Amorphous materials of decomposed granite soil and their influence on lime stabilization. Proc. 9th Southeast Asian Geotechnical Conference, Bangkok, Thailand, 6 pp.
    • (1987) th Southeast Asian Geotechnical Conference , pp. 6
    • Nishida, K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.