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Volumn 44, Issue 1-2, 2009, Pages 166-172

Gypsum: An additive for stabilization of swelling clay soils

Author keywords

Bentonite; Clay soils; Gypsum; Stabilization; Strength; Swell

Indexed keywords

BENTONITE; CEMENTS; COMPACTION; COMPRESSIVE STRENGTH; GYPSUM; SOILS; STABILIZATION; WATER CONTENT;

EID: 62349104786     PISSN: 01691317     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.clay.2009.01.020     Document Type: Article
Times cited : (175)

References (52)
  • 1
    • 9944238444 scopus 로고    scopus 로고
    • Stabilisation des sols gonflants: cas d'une argile en provenance de Mila (Algérie) (Stabilization of expansive soils: the case of clay in the area of Mila (Algeria))
    • Afes A., and Didier G. Stabilisation des sols gonflants: cas d'une argile en provenance de Mila (Algérie) (Stabilization of expansive soils: the case of clay in the area of Mila (Algeria)). Bulletin of Engineering Geology and the Environment 59 1 (2000) 75-83
    • (2000) Bulletin of Engineering Geology and the Environment , vol.59 , Issue.1 , pp. 75-83
    • Afes, A.1    Didier, G.2
  • 2
    • 2442686645 scopus 로고    scopus 로고
    • Lime stabilization effects on geotechnical properties of expansive soils in Amman, Jordan
    • Akawwi E., and Kharabsheh A. Lime stabilization effects on geotechnical properties of expansive soils in Amman, Jordan. Journal of Geotechnical Engineering 5 (2000)
    • (2000) Journal of Geotechnical Engineering , vol.5
    • Akawwi, E.1    Kharabsheh, A.2
  • 3
    • 0032804753 scopus 로고    scopus 로고
    • The factors controlling the expansive nature of the soils and rocks of northern Oman
    • Al-Rawas A.A. The factors controlling the expansive nature of the soils and rocks of northern Oman. Engineering Geology 53 3-4 (1998) 327-350
    • (1998) Engineering Geology , vol.53 , Issue.3-4 , pp. 327-350
    • Al-Rawas, A.A.1
  • 4
    • 41949106132 scopus 로고    scopus 로고
    • Stabilizing potential of cement and fly ash mixture on expansive clay soils
    • Amu O.O., Fajobi A.B., and Afekhuai S.O. Stabilizing potential of cement and fly ash mixture on expansive clay soils. Journal of Applied Sciences 5 9 (2005) 1669-1673
    • (2005) Journal of Applied Sciences , vol.5 , Issue.9 , pp. 1669-1673
    • Amu, O.O.1    Fajobi, A.B.2    Afekhuai, S.O.3
  • 6
    • 33846184201 scopus 로고
    • American Society for Testing and Materials, Philadelphia
    • ASTM. Annual Book of ASTM Standards. Soil and Rock vol. 04.08 (1994), American Society for Testing and Materials, Philadelphia
    • (1994) Soil and Rock , vol.4 08
    • ASTM1
  • 7
    • 0023978145 scopus 로고
    • Stabilization and treatment of clay soils with lime. Part 2: some applications
    • Bell F.G. Stabilization and treatment of clay soils with lime. Part 2: some applications. Ground Engineering 21 2 (1988) 25-29
    • (1988) Ground Engineering , vol.21 , Issue.2 , pp. 25-29
    • Bell, F.G.1
  • 8
    • 0242698677 scopus 로고
    • Estimating uplift of foundations due to expansion: a case history
    • Basma A.A. Estimating uplift of foundations due to expansion: a case history. Geotechnical Engineering 22 (1991) 217-231
    • (1991) Geotechnical Engineering , vol.22 , pp. 217-231
    • Basma, A.A.1
  • 9
    • 0002634915 scopus 로고
    • Effect of lime on volume change and compressibility of expansive clays
    • Basma A.A., and Tuncer E.R. Effect of lime on volume change and compressibility of expansive clays. Transportation Research Record 1295 (1991) 52-61
    • (1991) Transportation Research Record , vol.1295 , pp. 52-61
    • Basma, A.A.1    Tuncer, E.R.2
  • 10
    • 0030184137 scopus 로고    scopus 로고
    • Lime stabilization of clay minerals and soils
    • Bell F.G. Lime stabilization of clay minerals and soils. Engineering Geology 42 (1996) 223-237
    • (1996) Engineering Geology , vol.42 , pp. 223-237
    • Bell, F.G.1
  • 11
    • 0025436179 scopus 로고
    • Stabilization of clay soils with lime
    • Bell F., and Coultherd J. Stabilization of clay soils with lime. Municipal Engineer 7 (1990) 125-140
    • (1990) Municipal Engineer , vol.7 , pp. 125-140
    • Bell, F.1    Coultherd, J.2
  • 12
  • 13
    • 0029480510 scopus 로고
    • Expansive clays and construction, especially of low-rise structures: a viewpoint from Natal, South Africa
    • Bell F.G., and Maud R.R. Expansive clays and construction, especially of low-rise structures: a viewpoint from Natal, South Africa. Environmental and Engineering Geoscience 1 (1995) 41-59
    • (1995) Environmental and Engineering Geoscience , vol.1 , pp. 41-59
    • Bell, F.G.1    Maud, R.R.2
  • 17
    • 0032147461 scopus 로고    scopus 로고
    • Physical and chemical properties of some bentonite deposits of Kimolos Island, Greece
    • Christidis G.E. Physical and chemical properties of some bentonite deposits of Kimolos Island, Greece. Applied Clay Science 13 2 (1998) 79-98
    • (1998) Applied Clay Science , vol.13 , Issue.2 , pp. 79-98
    • Christidis, G.E.1
  • 20
    • 0001665971 scopus 로고
    • The distribution and evaluation of expansive soils in Saudi Arabia
    • King Fahd University of Petroleum and Minerals, Dhahran
    • Dhowian A., Ruwiah I., and Erol A. The distribution and evaluation of expansive soils in Saudi Arabia. Proceedings 2nd Saudi Engineering Conference vol. 4 (1985), King Fahd University of Petroleum and Minerals, Dhahran 1969-1990
    • (1985) Proceedings 2nd Saudi Engineering Conference , vol.4 , pp. 1969-1990
    • Dhowian, A.1    Ruwiah, I.2    Erol, A.3
  • 22
    • 48249117496 scopus 로고    scopus 로고
    • Effect of fly ash on swelling pressure of expansive soil
    • Edral C. Effect of fly ash on swelling pressure of expansive soil. Journal of Geotechnical Engineering 4 (1999)
    • (1999) Journal of Geotechnical Engineering , vol.4
    • Edral, C.1
  • 29
    • 0033806398 scopus 로고    scopus 로고
    • Geotechnical evaluation of the Miocene gypsum from Sivas (Turkey)
    • Karacan E., and Yilmaz I. Geotechnical evaluation of the Miocene gypsum from Sivas (Turkey). Geotechnical and Geological Engineering 18 2 (2000) 79-90
    • (2000) Geotechnical and Geological Engineering , vol.18 , Issue.2 , pp. 79-90
    • Karacan, E.1    Yilmaz, I.2
  • 30
    • 0017933225 scopus 로고
    • Classification of kaolins exemplified by their textures in scan electron micrographs
    • Keller W.D. Classification of kaolins exemplified by their textures in scan electron micrographs. Clays and Clay Minerals 26 (1978) 1-20
    • (1978) Clays and Clay Minerals , vol.26 , pp. 1-20
    • Keller, W.D.1
  • 32
    • 0025572869 scopus 로고
    • Laboratory investigations on the lime stabilization of sensitive clays: shear strength development
    • Locat J., Berube M.A., and Choquette M. Laboratory investigations on the lime stabilization of sensitive clays: shear strength development. Canadian Geotechnical Journal 27 (1990) 294-304
    • (1990) Canadian Geotechnical Journal , vol.27 , pp. 294-304
    • Locat, J.1    Berube, M.A.2    Choquette, M.3
  • 34
    • 0346073434 scopus 로고    scopus 로고
    • Influence of rice husk ash and lime on engineering properties of a clayey subgrade
    • Muntohar S., and Hantoro G. Influence of rice husk ash and lime on engineering properties of a clayey subgrade. Journal of Geotechnical Engineering 5 (2000)
    • (2000) Journal of Geotechnical Engineering , vol.5
    • Muntohar, S.1    Hantoro, G.2
  • 35
    • 0034937526 scopus 로고    scopus 로고
    • Improvement of calcareous expansive soils in semi-arid environments
    • Nalbantoglu Z., and Gucbilmez E. Improvement of calcareous expansive soils in semi-arid environments. Journal of Arid Environments 47 (2001) 453-463
    • (2001) Journal of Arid Environments , vol.47 , pp. 453-463
    • Nalbantoglu, Z.1    Gucbilmez, E.2
  • 36
    • 0030290134 scopus 로고    scopus 로고
    • Engineering behaviour of lime treated Louisiana subgrade soil
    • Puppala A., Lovay N., and Allen A. Engineering behaviour of lime treated Louisiana subgrade soil. Transportation Research 1546 (1996) 24-31
    • (1996) Transportation Research , vol.1546 , pp. 24-31
    • Puppala, A.1    Lovay, N.2    Allen, A.3
  • 38
    • 26444567748 scopus 로고    scopus 로고
    • Evaluation of engineering and cement-stabilization parameters of clayey-sand mixtures under soaked conditions
    • Stavridakis E.I. Evaluation of engineering and cement-stabilization parameters of clayey-sand mixtures under soaked conditions. Geotechnical and Geological Engineering 23 (2005) 635-655
    • (2005) Geotechnical and Geological Engineering , vol.23 , pp. 635-655
    • Stavridakis, E.I.1
  • 41
    • 62349140908 scopus 로고
    • Lime stabilization: reaction, properties, design and construction. Committee on Lime and Lime-fly ash Stabilization
    • Transportation Research Board. Lime stabilization: reaction, properties, design and construction. Committee on Lime and Lime-fly ash Stabilization. State-of-the-Art-Report, vol. 5, Washington, D.C. (1987) 1-59
    • (1987) State-of-the-Art-Report, vol. 5, Washington, D.C. , pp. 1-59
    • Transportation Research Board1
  • 43
    • 0034534907 scopus 로고    scopus 로고
    • Mineralogical and geochemical characteristics of late Cretaceous bentonite deposits of the Kelkit Valley Region, northern Turkey
    • Yalcin H., and Gumuser G. Mineralogical and geochemical characteristics of late Cretaceous bentonite deposits of the Kelkit Valley Region, northern Turkey. Clay Minerals 35 (2000) 807-825
    • (2000) Clay Minerals , vol.35 , pp. 807-825
    • Yalcin, H.1    Gumuser, G.2
  • 44
    • 9144239364 scopus 로고    scopus 로고
    • Relationships between liquid limit, cation exchange capacity, and swelling potentials of clayey soils
    • Yilmaz I. Relationships between liquid limit, cation exchange capacity, and swelling potentials of clayey soils. Eurasian Soil Science 37 5 (2004) 506-512
    • (2004) Eurasian Soil Science , vol.37 , Issue.5 , pp. 506-512
    • Yilmaz, I.1
  • 45
    • 33744908295 scopus 로고    scopus 로고
    • Indirect estimation of the swelling percent and a new classification of soils depending on liquid limit and cation exchange capacity
    • Yilmaz I. Indirect estimation of the swelling percent and a new classification of soils depending on liquid limit and cation exchange capacity. Engineering Geology 85 3-4 (2006) 295-301
    • (2006) Engineering Geology , vol.85 , Issue.3-4 , pp. 295-301
    • Yilmaz, I.1
  • 46
    • 33847045157 scopus 로고    scopus 로고
    • GIS based susceptibility mapping of karst depression in gypsum: a case study from Sivas basin (Turkey)
    • Yilmaz I. GIS based susceptibility mapping of karst depression in gypsum: a case study from Sivas basin (Turkey). Engineering Geology 90 (2007) 89-103
    • (2007) Engineering Geology , vol.90 , pp. 89-103
    • Yilmaz, I.1
  • 47
    • 34247596630 scopus 로고    scopus 로고
    • Differences on the geotechnical properties of the two types of gypsum: alabastrine and porphyritic
    • Yilmaz I. Differences on the geotechnical properties of the two types of gypsum: alabastrine and porphyritic. Bulletin of Engineering Geology and the Environment 66 2 (2007) 187-195
    • (2007) Bulletin of Engineering Geology and the Environment , vol.66 , Issue.2 , pp. 187-195
    • Yilmaz, I.1
  • 48
    • 43649099405 scopus 로고    scopus 로고
    • A case study for mapping of spatial distribution of free surface heave in alluvial soils (Yalova, Turkey) by using GIS software
    • Yilmaz I. A case study for mapping of spatial distribution of free surface heave in alluvial soils (Yalova, Turkey) by using GIS software. Computers & Geosciences 34 8 (2008) 993-1004
    • (2008) Computers & Geosciences , vol.34 , Issue.8 , pp. 993-1004
    • Yilmaz, I.1
  • 49
    • 0036837178 scopus 로고    scopus 로고
    • Correlation of Schmidt hardness with unconfined compressive strength and elasticity modulus in gypsum from Sivas (Turkey)
    • Yilmaz I., and Sendir H. Correlation of Schmidt hardness with unconfined compressive strength and elasticity modulus in gypsum from Sivas (Turkey). Engineering Geology 66 (2002) 211-219
    • (2002) Engineering Geology , vol.66 , pp. 211-219
    • Yilmaz, I.1    Sendir, H.2
  • 50
    • 20444410096 scopus 로고    scopus 로고
    • Slaking durability and its effect on the doline occurrence in the gypsum
    • Yilmaz I., and Karacan E. Slaking durability and its effect on the doline occurrence in the gypsum. Environmental Geology 47 7 (2005) 1010-1016
    • (2005) Environmental Geology , vol.47 , Issue.7 , pp. 1010-1016
    • Yilmaz, I.1    Karacan, E.2
  • 51
    • 56349113372 scopus 로고    scopus 로고
    • An example of artificial neural network application for indirect estimation of rock parameters
    • Yilmaz I., and Yuksek A.G. An example of artificial neural network application for indirect estimation of rock parameters. Rock Mechanics & Rock Engineering 41 5 (2008) 781-795
    • (2008) Rock Mechanics & Rock Engineering , vol.41 , Issue.5 , pp. 781-795
    • Yilmaz, I.1    Yuksek, A.G.2
  • 52
    • 61849112830 scopus 로고    scopus 로고
    • Prediction of the strength and elasticity modulus of gypsum using multiple regression, ANN, ANFIS models and their comparison
    • 10.1016/j.ijrmms.2008.09.002
    • Yilmaz I., and Yuksek A.G. Prediction of the strength and elasticity modulus of gypsum using multiple regression, ANN, ANFIS models and their comparison. International Journal of Rock Mechanics and Mining Science (2008) 10.1016/j.ijrmms.2008.09.002
    • (2008) International Journal of Rock Mechanics and Mining Science
    • Yilmaz, I.1    Yuksek, A.G.2


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