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Volumn 39, Issue 6, 2002, Pages 1288-1301

Quality of samples retrieved from great depth and its influence on consolidation properties

Author keywords

Great depth; Oedometer test; Pleistocene clay; Preconsolidation pressure; Sample disturbance; Sampling

Indexed keywords

SEDIMENTS; STRAIN; SWELLING;

EID: 0036027009     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t02-064     Document Type: Article
Times cited : (31)

References (22)
  • 1
    • 0001462302 scopus 로고    scopus 로고
    • Insidious settlement of super-reclaimed offshore seabed
    • IS-Yokohama, Yokohama, Japan, 20-22 Sept. 2000. A.A. Balkema, Rotterdam
    • Akai, K. 2000. Insidious settlement of super-reclaimed offshore seabed. In Proceedings of the International Symposium on Coastal Geotechnical Engineering Practice, IS-Yokohama, Yokohama, Japan, 20-22 Sept. 2000. A.A. Balkema, Rotterdam. Vol. 1, pp. 243-248.
    • (2000) Proceedings of the International Symposium on Coastal Geotechnical Engineering Practice , vol.1 , pp. 243-248
    • Akai, K.1
  • 2
    • 0002621681 scopus 로고
    • The NGI 54 mm sampler for undisturbed sampling of clays and representative sampling of coarser materials
    • Singapore, 28 July 1979, Japanese Society of Soil Mechanics and Foundation Engineering
    • Andresen, A., and Kolstad, P. 1979. The NGI 54 mm sampler for undisturbed sampling of clays and representative sampling of coarser materials. In Proceedings of the International Symposium of Soil Sampling, Singapore, 28 July 1979, Japanese Society of Soil Mechanics and Foundation Engineering. pp. 13-21.
    • (1979) Proceedings of the International Symposium of Soil Sampling , pp. 13-21
    • Andresen, A.1    Kolstad, P.2
  • 3
    • 0000448608 scopus 로고
    • Case study on the settlement characteristics of overconsolidated clay soils due to reclamation
    • IS Hiroshima, Hiroshima, Japan, 10-12 May. A.A. Balkema, Rotterdam
    • Fukuda, M., Suwa, S., Inoue, T., and Nakashima, S. 1995. Case study on the settlement characteristics of overconsolidated clay soils due to reclamation. In Proceedings of the International Symposium on Compression and Consolidation of Clayey Soils, IS Hiroshima, Hiroshima, Japan, 10-12 May. A.A. Balkema, Rotterdam. Vol. 1, pp. 763-768.
    • (1995) Proceedings of the International Symposium on Compression and Consolidation of Clayey Soils , vol.1 , pp. 763-768
    • Fukuda, M.1    Suwa, S.2    Inoue, T.3    Nakashima, S.4
  • 6
    • 85133318485 scopus 로고
    • Triaxial testing methods for soils
    • American Society for Testing and Materials, Special Technical Publication STP 977
    • Lacasse, S., and Berre, T. 1988. Triaxial testing methods for soils. In Advanced Triaxial Testing of Soil and Rock. American Society for Testing and Materials, Special Technical Publication STP 977, pp. 264-289.
    • (1988) Advanced Triaxial Testing of Soil and Rock , pp. 264-289
    • Lacasse, S.1    Berre, T.2
  • 9
    • 0018007133 scopus 로고
    • The rate of swelling of overconsolidated clays subjected to unloading
    • Mesri, G., Ullrich, C.R., and Choi, Y.K. 1978. The rate of swelling of overconsolidated clays subjected to unloading. Géotechnique, 28 (3): 281-307.
    • (1978) Géotechnique , vol.28 , Issue.3 , pp. 281-307
    • Mesri, G.1    Ullrich, C.R.2    Choi, Y.K.3
  • 12
    • 0022862003 scopus 로고
    • Oedometer testing at the Norwegian Geotechnical Institute
    • American Society for Testing and Materials, Special Technical Publication STP 892
    • Sandbaekken, G., Berre, T., and Lacasse, S. 1986. Oedometer testing at the Norwegian Geotechnical Institute. In Consolidation of Soils: Testing and Evaluation. American Society for Testing and Materials, Special Technical Publication STP 892, pp. 329-353.
    • (1986) Consolidation of Soils: Testing and Evaluation , pp. 329-353
    • Sandbaekken, G.1    Berre, T.2    Lacasse, S.3
  • 13
  • 14
    • 0000021876 scopus 로고
    • Settlement management system for the Kansai International Airport
    • IS Hiroshima, Hiroshima, Japan, 10-12 May. A.A. Balkema, Rotterdam
    • Shiraishi, N., and Suzuki, S. 1995. Settlement management system for the Kansai International Airport. In Proceedings of the International Symposium on Compression and Consolidation of Clayey Soils, IS Hiroshima, Hiroshima, Japan, 10-12 May. A.A. Balkema, Rotterdam. Vol. 1, pp. 647-652.
    • (1995) Proceedings of the International Symposium on Compression and Consolidation of Clayey Soils , vol.1 , pp. 647-652
    • Shiraishi, N.1    Suzuki, S.2
  • 15
    • 0002154124 scopus 로고    scopus 로고
    • Sample quality of cohesive soils: Lessons from three sites, Ariake, Bothkennar and Drammen
    • Tanaka, H. 2000. Sample quality of cohesive soils: Lessons from three sites, Ariake, Bothkennar and Drammen. Soils and Foundations, 40(4): 57-74.
    • (2000) Soils and Foundations , vol.40 , Issue.4 , pp. 57-74
    • Tanaka, H.1
  • 16
    • 0033512085 scopus 로고    scopus 로고
    • A microstructural investigation of Osaka Bay clay: The impact of microfossils on its mechanical behaviour
    • Tanaka, H., and Locat, J. 1999. A microstructural investigation of Osaka Bay clay: The impact of microfossils on its mechanical behaviour. Canadian Geotechnical Journal, 36: 493-508.
    • (1999) Canadian Geotechnical Journal , vol.36 , pp. 493-508
    • Tanaka, H.1    Locat, J.2
  • 20
    • 0002271407 scopus 로고    scopus 로고
    • Comparison of mechanical behavior of two over-consolidated clays: Yamashita and Louiseville clays
    • Tanaka, H., Shiwakoti, D.R., Mishima, O., Watabe, Y., and Tanaka, M. 2001c. Comparison of mechanical behavior of two over-consolidated 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
  • 22
    • 0002178612 scopus 로고    scopus 로고
    • Influence of stress release on sample quality of Pleistocene clay collected from large depth in Osaka Bay
    • Watabe, Y., and Tsuchida, T. 2001. Influence of stress release on sample quality of Pleistocene clay collected from large depth in Osaka Bay. Soils and Foundations, 41(4): 17-24.
    • (2001) Soils and Foundations , vol.41 , Issue.4 , pp. 17-24
    • Watabe, Y.1    Tsuchida, T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.