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Volumn 10, Issue 1, 2006, Pages 39-46

Stabilisation of expansive clay bed using calcium chloride solution

Author keywords

Calcium chloride; Expansive clay bed; Heave measurements; Lime; Swell pressure

Indexed keywords

CALCIUM COMPOUNDS; LIME; MINERALOGY; MOISTURE; SOLUTIONS; SWELLING;

EID: 33644690817     PISSN: 1365781X     EISSN: 1365781X     Source Type: Journal    
DOI: 10.1680/grim.2006.10.1.39     Document Type: Article
Times cited : (32)

References (33)
  • 1
    • 13444309360 scopus 로고    scopus 로고
    • Effect of lime, cement and sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman
    • AL-RAWAS A. A., HAGO A. W. and AL-SARMT H. (2005) Effect of lime, cement and sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman. Building and Environment, 40, No. 5, 681-687.
    • (2005) Building and Environment , vol.40 , Issue.5 , pp. 681-687
    • Al-Rawas, A.A.1    Hago, A.W.2    Al-Sarmt, H.3
  • 7
    • 0000326792 scopus 로고
    • Soil pulverization and lime migration in soil-lime stabilisation
    • DAVIDSON L. K., DEMIREL T. and HANDY R. L. (1965) Soil pulverization and lime migration in soil-lime stabilisation. Highway Research Record, No. 92, pp.103-126.
    • (1965) Highway Research Record , Issue.92 , pp. 103-126
    • Davidson, L.K.1    Demirel, T.2    Handy, R.L.3
  • 12
    • 0000678031 scopus 로고
    • Engineering properties of expansive clays
    • HOLTZ W. G. and GIBBS H. J. (1956) Engineering properties of expansive clays. Transactions of the ASCE, 121, 641-677.
    • (1956) Transactions of the ASCE , vol.121 , pp. 641-677
    • Holtz, W.G.1    Gibbs, H.J.2
  • 13
    • 0018334427 scopus 로고
    • Search for solutions to problems in black cotton soils (First IGS Annual Lecture)
    • KATTI R. K. (1979) Search for solutions to problems in black cotton soils (First IGS Annual Lecture). Indian Geotechnical Journal, 9, 1-80.
    • (1979) Indian Geotechnical Journal , vol.9 , pp. 1-80
    • Katti, R.K.1
  • 19
    • 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, No. 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
  • 22
    • 0028444922 scopus 로고
    • Ground heave from caustic soda solution spillage: A case study
    • RAO S. M. and SUBBA RAO K. S. (1994) Ground heave from caustic soda solution spillage: a case study. Soils and Foundations, 34, No. 2, 13-18.
    • (1994) Soils and Foundations , vol.34 , Issue.2 , pp. 13-18
    • Rao, S.M.1    Subba Rao, K.S.2
  • 25
    • 0013125307 scopus 로고
    • Engineering behaviour of fine grained soils: A fundamental approach
    • SRIDHARAN A. (1991) Engineering behaviour of fine grained soils: a fundamental approach. Indian Geotechnical Journal, 21, No. 1, 1-136.
    • (1991) Indian Geotechnical Journal , vol.21 , Issue.1 , pp. 1-136
    • Sridharan, A.1
  • 28
    • 0016873754 scopus 로고
    • Pressure injected lime for treatment of swelling soils
    • THOMPSON M. R. and ROBNETT Q. L. (1976) Pressure injected lime for treatment of swelling soils. Transportation Research Record, No. 568, 24-34.
    • (1976) Transportation Research Record , Issue.568 , pp. 24-34
    • Thompson, M.R.1    Robnett, Q.L.2
  • 30
    • 8744272264 scopus 로고    scopus 로고
    • The prediction of one-, two-, and three-dimensional heave in expansive soils
    • VU H. Q. and FREDLUND D. G. (2004) The prediction of one-, two-, and three-dimensional heave in expansive soils. Canadian Geotechnical Journal, 41, No. 4, 713-737.
    • (2004) Canadian Geotechnical Journal , vol.41 , Issue.4 , pp. 713-737
    • Vu, H.Q.1    Fredlund, D.G.2
  • 32
    • 0015670978 scopus 로고
    • Lime slurry pressure injection tames expansive clays
    • WRIGHT P. J. (1973) Lime slurry pressure injection tames expansive clays. Civil Engineering.
    • (1973) Civil Engineering
    • Wright, P.J.1
  • 33
    • 0022245980 scopus 로고
    • Treatment of expansive soils: A laboratory study
    • YOUSRY M. and MOWAFY M. (1985) Treatment of expansive soils: a laboratory study. Transportation Research Record, No. 1032, 34-39.
    • (1985) Transportation Research Record , Issue.1032 , pp. 34-39
    • Yousry, M.1    Mowafy, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.