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Volumn 43, Issue 6, 2003, Pages 51-61

Development of a new cone penetrometer and its application to great depths of Pleistocene clays

Author keywords

Cone penetration test; Great depth; Pleistocene clay; Sample quality; Variation; Yield consolidation pressure (IGC: D5)

Indexed keywords

CONSOLIDATION; FRICTION; PORE PRESSURE; PRESSURE EFFECTS; STANDARDS; STRAIN RATE; WATER;

EID: 24744434408     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.43.6_51     Document Type: Article
Times cited : (11)

References (15)
  • 2
    • 0002621681 scopus 로고
    • The NGI 54 mm sampler for undisturbed sampling of clays and representative sampling of coarser materials
    • Singapore
    • Andresen, A. and Kolstad, P. (1979): The NGI 54 mm sampler for undisturbed sampling of clays and representative sampling of coarser materials, Proc. of Int. Symp. of Soil Sampling, Singapore, 13-21.
    • (1979) Proc. of Int. Symp. of Soil Sampling , pp. 13-21
    • Andresen, A.1    Kolstad, P.2
  • 4
    • 0004106187 scopus 로고
    • Cone penetration test (CPT): International reference test procedure
    • ISSMFE (1988): Cone penetration test (CPT): International reference test procedure, Proc. of 1st Int. Symp. on Penetration Testing, 1, 27-52.
    • (1988) Proc. of 1st Int. Symp. on Penetration Testing , vol.1 , pp. 27-52
  • 5
    • 0033926410 scopus 로고    scopus 로고
    • Basin formation at a contractional bend of a large transcurrent fault. Plio-pleistocene subsidence of the Kobe and northern Osaka Basins, Japan
    • Itoh, Y., Takemura, K., Ishiyama, T., Tanaka, Y. and Iwaki, H. (2000): Basin formation at a contractional bend of a large transcurrent fault. Plio-Pleistocene subsidence of the Kobe and northern Osaka Basins, Japan, Tectonophysics, 321, 327-341.
    • (2000) Tectonophysics , vol.321 , pp. 327-341
    • Itoh, Y.1    Takemura, K.2    Ishiyama, T.3    Tanaka, Y.4    Iwaki, H.5
  • 9
    • 0033512085 scopus 로고    scopus 로고
    • A microstructure investigation of Osaka Bay clay: The impact of microfossils on its mechanical behaviour
    • Tanaka, H. and Local, J. (1999): A microstructure investigation of Osaka Bay clay: the impact of microfossils on its mechanical behaviour, Can. Geotech. J., 36, 493-508.
    • (1999) Can. Geotech. J. , vol.36 , pp. 493-508
    • Tanaka, H.1    Local, J.2
  • 13
    • 0036027009 scopus 로고    scopus 로고
    • Quality of samples retrieved from great depth and its influence on consolidation properties
    • Tanaka, H., Ritoh, F. and Omukai, N. (2002): Quality of samples retrieved from great depth and its influence on consolidation properties, Can. Geotech. J., 39, 1288-1301.
    • (2002) Can. Geotech. J. , vol.39 , pp. 1288-1301
    • Tanaka, H.1    Ritoh, F.2    Omukai, N.3
  • 14
    • 0002271407 scopus 로고    scopus 로고
    • Comparison of mechanical behavior of two overconsolidated clays; Yamashita and Louiseville clays
    • Tanaka, H., Shiwakoti, D. R., Mishima, O., Watabe, Y. and Tanaka, M. (2001c): Comparison of mechanical behavior of two overconsolidated clays; Yamashita and Louiseville clays, Soils and Foundations, 41(4), 73-87.
    • (2001) Soils and Foundations , vol.41 , Issue.4 , pp. 73-87
    • Tanaka, H.1    Shiwakoti, D.R.2    Mishima, O.3    Watabe, Y.4    Tanaka, M.5
  • 15
    • 0009660702 scopus 로고    scopus 로고
    • Characterization of low plastic soils: Intermediate soil from Ishinomaki, Japan and low plastic clay from Drammen Norway
    • Tanaka, H., Tanaka, M. and Shiwakoti, D. R. (2001b): Characterization of low plastic soils: intermediate soil from Ishinomaki, Japan and low plastic clay from Drammen Norway, Soils and Foundations, 41(1), 83-96.
    • (2001) Soils and Foundations , vol.41 , Issue.1 , pp. 83-96
    • Tanaka, H.1    Tanaka, M.2    Shiwakoti, D.R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.