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Volumn 3, Issue 4, 2009, Pages 3850-3856

Unconfined compressive strength of cemented peat

Author keywords

Binder; Cemented peat; Mix design; Unconfined compressive strength

Indexed keywords


EID: 77953497401     PISSN: 19918178     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (11)

References (14)
  • 1
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    • (2006) Ground Improvement , vol.10 , Issue.1 , pp. 1-13
    • Ahnberg, H.1
  • 2
    • 0012093260 scopus 로고    scopus 로고
    • 1st ed., John Wiley and Sons, New York. ISBN Number: 0-471-25231-X
    • Budhu, M., 2000. Soil mechanics and foundations, 1st ed., John Wiley and Sons, New York. ISBN Number: 0-471-25231-X.
    • (2000) Soil Mechanics and Foundations
    • Budhu, M.1
  • 3
    • 33750984196 scopus 로고    scopus 로고
    • The behaviour of organic matter in the process of soft soil stabilization using cement. B
    • Digital Object Identifier (DOI): 10.1007/s10064-005-0030-1
    • Chen, H. and Q. Wang, 2006. The behaviour of organic matter in the process of soft soil stabilization using cement. B. Eng. Geo. Environ., 65(4): 445-448. Digital Object Identifier (DOI): 10.1007/s10064-005-0030-1
    • (2006) Eng. Geo. Environ , vol.65 , Issue.4 , pp. 445-448
    • Chen, H.1    Wang, Q.2
  • 4
    • 2542457422 scopus 로고    scopus 로고
    • Influence of curing under stress on the triaxial response of cemented soils
    • Digital Object Identifier (DOI): 10.1680/geot.52.5.382.38705
    • Consoli, N.C., G.V. Rotta and P.D.M. Prietto, 2002. Influence of curing under stress on the triaxial response of cemented soils. Geotechnique, 52(5): 382-384. Digital Object Identifier (DOI): 10.1680/geot.52.5.382.38705
    • (2002) Geotechnique , vol.52 , Issue.5 , pp. 382-384
    • Consoli, N.C.1    Rotta, G.V.2    Prietto, P.D.M.3
  • 6
    • 0019063613 scopus 로고
    • Consolidation behavior of peats
    • Digital Object Identifier (DOI): 10.1520/GTJ10881J
    • Dhowian, A.W. and T.B. Edil, 1980. Consolidation behavior of peats. Geotech. Test. J., 3(3): 105-114. Digital Object Identifier (DOI): 10.1520/GTJ10881J
    • (1980) Geotech. Test. J , vol.3 , Issue.3 , pp. 105-114
    • Dhowian, A.W.1    Edil, T.B.2
  • 7
    • 85040276192 scopus 로고
    • (Volume 2: Permeability, shear strength and compressibility tests), 1st ed., Pentech Press, London. ISBN Number: 0-7273-1319-3
    • Head, K.H., 1982. Manual of soil laboratory testing (Volume 2: Permeability, shear strength and compressibility tests), 1st ed., Pentech Press, London. ISBN Number: 0-7273-1319-3
    • (1982) Manual of Soil Laboratory Testing
    • Head, K.H.1
  • 8
    • 0037308467 scopus 로고    scopus 로고
    • Some experiences on the stabilization of Irish peats
    • Digital Object Identifier (DOI): 10.1139/T02-091
    • Hebib, S. and E.R. Farrell, 2003. Some experiences on the stabilization of Irish peats. Can. Geotech. J., 40(1): 107-120. Digital Object Identifier (DOI): 10.1139/T02-091
    • (2003) Can. Geotech. J , vol.40 , Issue.1 , pp. 107-120
    • Hebib, S.1    Farrell, E.R.2
  • 9
    • 0042471967 scopus 로고    scopus 로고
    • 4th ed., Pearson Education, New Jersey. ISBN Number: 0-13-048219-6 Digital Object Identifier (DOI): 10.1520/GTJ10881J
    • Liu, C. and J.B. Evett, 2004. Soils and foundations, 4th ed., Pearson Education, New Jersey. ISBN Number: 0-13-048219-6 Digital Object Identifier (DOI): 10.1520/GTJ10881J
    • (2004) Soils and Foundations
    • Liu, C.1    Evett, J.B.2
  • 10
    • 17844370534 scopus 로고    scopus 로고
    • Compressibility behaviour of lime-stabilized clay
    • Digital Object Identifier (DOI): 10.1007/s10706-004-1608-2
    • Rao, S.M. and P. Shivananda, 2005. Compressibility behaviour of lime-stabilized clay. Geotech. & Geol. Eng., 23(3): 309-319. Digital Object Identifier (DOI): 10.1007/s10706-004-1608-2
    • (2005) Geotech. & Geol. Eng , vol.23 , Issue.3 , pp. 309-319
    • Rao, S.M.1    Shivananda, P.2
  • 11
    • 0038344412 scopus 로고    scopus 로고
    • Isotropic yielding in an artificially cemented soil cured under stress
    • Rotta, G.V., N.C. Consoli, P.D.M. Prietto, M.R. Coop and J. Graham, 2003. Isotropic yielding in an artificially cemented soil cured under stress. Geotechnique, 53(5): 493-501.
    • (2003) Geotechnique , vol.53 , Issue.5 , pp. 493-501
    • Rotta, G.V.1    Consoli, N.C.2    Prietto, P.D.M.3    Coop, M.R.4    Graham, J.5
  • 13
    • 0036019736 scopus 로고    scopus 로고
    • Influence of the nature of organic compounds on fine soil stabilization with cement
    • Digital Object Identifier (DOI): 10.1139/T02-002
    • Tremblay, H., J. Duchesne, J. Locat and S. Leroueil, 2002. Influence of the nature of organic compounds on fine soil stabilization with cement. Can. Geotech. J., 39(3): 535-546. Digital Object Identifier (DOI): 10.1139/T02-002
    • (2002) Can. Geotech. J , vol.39 , Issue.3 , pp. 535-546
    • Tremblay, H.1    Duchesne, J.2    Locat, J.3    Leroueil, S.4
  • 14
    • 77953514391 scopus 로고    scopus 로고
    • Behavior of stabilized peat soils in unconfined compression tests
    • Wong, L.S., R. Hashim and F. Haji Ali, 2008. Behavior of stabilized peat soils in unconfined compression tests. Am. J. Eng. & Applied Sci., 1(4): 274-279.
    • (2008) Am. J. Eng. & Applied Sci , vol.1 , Issue.4 , pp. 274-279
    • Wong, L.S.1    Hashim, R.2    Haji Ali, F.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.