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Volumn , Issue 225 GSP, 2012, Pages 978-987

Quantitative models for strength of lime treated expansive soil

Author keywords

[No Author keywords available]

Indexed keywords

CURING TEMPERATURE; DEPENDENT VARIABLES; EXPANSIVE SOILS; INDEPENDENT VARIABLES; LIME-TREATED SOILS; MULTI-LINEAR REGRESSION; QUANTITATIVE MODELS; UNCONFINED COMPRESSIVE STRENGTH;

EID: 84888310027     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/9780784412121.101     Document Type: Conference Paper
Times cited : (7)

References (20)
  • 5
    • 0030184137 scopus 로고    scopus 로고
    • Lime stabilization of clay minerals and soils
    • Bell, F. G. (1996). "Lime stabilization of clay minerals and soils." Engineering Geology 42: 223-237.
    • (1996) Engineering Geology , vol.42 , pp. 223-237
    • Bell, F.G.1
  • 6
    • 0035436196 scopus 로고    scopus 로고
    • Development of stabilization and solidification in lime-clay mixes
    • Boardman, D. I., Glendinning, S. and Rogers, C. D. F. (2001). "Development of stabilization and solidification in lime-clay mixes." Geotechnique, 50, No.6, 533-543.
    • (2001) Geotechnique , vol.50 , Issue.6 , pp. 533-543
    • Boardman, D.I.1    Glendinning, S.2    Rogers, C.D.F.3
  • 9
    • 0002625786 scopus 로고
    • Lime fixation of clayey soils
    • Bulletin 262, Washington, DC
    • Hilt, G.H. and Davidson, D.T. (1960). "Lime fixation of clayey soils." Highway Research Board, Bulletin 262, Washington, DC, 20-32.
    • (1960) Highway Research Board , pp. 20-32
    • Hilt, G.H.1    Davidson, D.T.2
  • 10
    • 34547613262 scopus 로고    scopus 로고
    • Evaluation of structural properties of lime stabilized soils and aggregates-volume 1
    • Little, D. N. (1999). "Evaluation of Structural Properties of Lime Stabilized Soils and Aggregates-Volume 1." National Lime Association.
    • (1999) National Lime Association
    • Little, D.N.1
  • 14
    • 0036869280 scopus 로고    scopus 로고
    • Review of stabilization of clays and expansive soils in pavements and lightly loaded structures-history, practice, and future
    • Petry T.M. and Little D.N. (2002). "Review of Stabilization of Clays and Expansive Soils in Pavements and Lightly Loaded Structures-History, Practice, and Future." Journal of Materials in Civil Engineering, ASCE, 14(6), 447-460.
    • (2002) Journal of Materials in Civil Engineering, ASCE , vol.14 , Issue.6 , pp. 447-460
    • Petry, T.M.1    Little, D.N.2
  • 16
    • 15944377437 scopus 로고    scopus 로고
    • Role of curing temperature in progress of lime-soil reactions
    • Rao, S. M., and Shivananda, P. (2005). "Role of curing temperature in progress of lime-soil reactions." Geotechnical and Geological Engineering, 23, 79-85.
    • (2005) Geotechnical and Geological Engineering , vol.23 , pp. 79-85
    • Rao, S.M.1    Shivananda, P.2
  • 20
    • 0022926321 scopus 로고
    • Soil-lime reaction and microstructural development at elevated temperatures
    • Wild, S., Arabi, M. and Leng-Ward, G. (1986). "Soil-lime reaction and microstructural development at elevated temperatures." Clay Minerals, 21, 279-292.
    • (1986) Clay Minerals , vol.21 , pp. 279-292
    • Wild, S.1    Arabi, M.2    Leng-Ward, G.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.