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Volumn , Issue 143, 2005, Pages 429-443

Plane strain compression tests on cement-treated sands

Author keywords

[No Author keywords available]

Indexed keywords

CEMENTS; COMPRESSION TESTING; CYCLIC LOADS; GRANULAR MATERIALS; LUBRICATION; SOIL TESTING; STRAIN; STRENGTH OF MATERIALS;

EID: 19844369014     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40797(172)25     Document Type: Conference Paper
Times cited : (5)

References (13)
  • 2
    • 0027606723 scopus 로고
    • Effects of setting method on the behavior of clays in triaxial compression from saturation to undrained shear
    • Ampadu, S.K. and Tatsuoka, F. (1993). "Effects of setting method on the behavior of clays in triaxial compression from saturation to undrained shear." Soils and Foundations, Vol.33, No.2, 14-34.
    • (1993) Soils and Foundations , vol.33 , Issue.2 , pp. 14-34
    • Ampadu, S.K.1    Tatsuoka, F.2
  • 3
    • 0026119406 scopus 로고
    • A simple gauge for local small strain measurements in the laboratory
    • Goto S., Tatsuoka, F., Shibuya, S., Kim, Y.S. and Sato, T. (1991). "A simple gauge for local small strain measurements in the laboratory." Soils and Foundations, Vol.31, No.1, 169-180.
    • (1991) Soils and Foundations , vol.31 , Issue.1 , pp. 169-180
    • Goto, S.1    Tatsuoka, F.2    Shibuya, S.3    Kim, Y.S.4    Sato, T.5
  • 4
    • 0043263545 scopus 로고    scopus 로고
    • Shear banding in a sedimentary soft mudstone subjected to plane strain compression
    • ASTM
    • Hayano, K., Maeshiro, T., Tatsuoka, F., Sato, T., Wang, L., and Kodaka, T. (1999). "Shear banding in a sedimentary soft mudstone subjected to plane strain compression." Geotechnical Testing Journal, ASTM, Vol.22, 67-79.
    • (1999) Geotechnical Testing Journal , vol.22 , pp. 67-79
    • Hayano, K.1    Maeshiro, T.2    Tatsuoka, F.3    Sato, T.4    Wang, L.5    Kodaka, T.6
  • 6
    • 84989230887 scopus 로고    scopus 로고
    • Cyclic triaxial tests on residual deformation and small strain properties of soft rocks
    • Balkema
    • Koseki, J., Indou, H. and Hayano, K. (2003). "Cyclic triaxial tests on residual deformation and small strain properties of soft rocks." Deformation Characteristics of Geomaterials, Balkema, 247-255.
    • (2003) Deformation Characteristics of Geomaterials , pp. 247-255
    • Koseki, J.1    Indou, H.2    Hayano, K.3
  • 7
    • 0023982112 scopus 로고
    • Effects of initial anisotropic fabric and σ2 on strength and deformation characteristics of sand
    • Lam, W.K. and Tatsuoka, F. (1988). "Effects of initial anisotropic fabric and σ2 on strength and deformation characteristics of sand." Soils and Foundations, Vol.28, No.1, 65-84.
    • (1988) Soils and Foundations , vol.28 , Issue.1 , pp. 65-84
    • Lam, W.K.1    Tatsuoka, F.2
  • 9
    • 0002994239 scopus 로고
    • Experimental study of anisotropic shear strength of sand by plane strain test
    • Oda, M., Koishikawa, I. and Higuchi, T. (1978). "Experimental study of anisotropic shear strength of sand by plane strain test." Soils and Foundations, Vol.18, No.1, 25-38.
    • (1978) Soils and Foundations , vol.18 , Issue.1 , pp. 25-38
    • Oda, M.1    Koishikawa, I.2    Higuchi, T.3
  • 11
    • 19844377260 scopus 로고    scopus 로고
    • Cyclic plane strain compression tests on cement treated sand
    • Salas-Monge, R., Koseki, J. and Sato, T. (2003). "Cyclic plane strain compression tests on cement treated sand." Bulletin of ERS, No. 36, 131-14.
    • (2003) Bulletin of ERS , Issue.36 , pp. 131-214
    • Salas-Monge, R.1    Koseki, J.2    Sato, T.3
  • 12
    • 0022673923 scopus 로고
    • Strength and deformation characteristics of sand in plane strain compression at extremely low pressures
    • Tatsuoka, F., Sakamoto, M., Kawamura, T. and Fukushima, S. (1986). "Strength and deformation characteristics of sand in plane strain compression at extremely low pressures." Soils and Foundations, Vol.26, No.1, 65-84.
    • (1986) Soils and Foundations , vol.26 , Issue.1 , pp. 65-84
    • Tatsuoka, F.1    Sakamoto, M.2    Kawamura, T.3    Fukushima, S.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.