메뉴 건너뛰기




Volumn 45, Issue 3, 2005, Pages 83-95

Consolidation behavior of natural soils around pc value -long term consolidation test

Author keywords

Holocene clay; Intact sample; Long term consolidation; Pleistocene clay; Secondary compression; Strain rate (IGC: D5)

Indexed keywords

CLAY MINERALS; CONSOLIDATION; IONIZING RADIATION; RESEARCH; TESTING;

EID: 24744470180     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (21)

References (21)
  • 1
    • 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. Int. Symp. Soil Sampling, Singapore, 13-21.
    • (1979) Proc. Int. Symp. Soil Sampling , pp. 13-21
    • Andresen, A.1    Kolstad, P.2
  • 2
    • 85024184646 scopus 로고
    • Engineering geology of Norwegian normally consolidated marine clay as related to settlements of buildings
    • Bjerrum, I., (1967): Engineering geology of Norwegian normally consolidated marine clay as related to settlements of buildings, Geotechnique, 17, 83-118.
    • (1967) Geotechnique , vol.17 , pp. 83-118
    • Bjerrum, I.1
  • 3
    • 0025645141 scopus 로고
    • On the compressibility and shear strength of natural clays
    • Burland, J. B. (1990): On the compressibility and shear strength of natural clays, Geotechnique, 40, 329-347.
    • (1990) Geotechnique , vol.40 , pp. 329-347
    • Burland, J.B.1
  • 4
    • 24744456936 scopus 로고    scopus 로고
    • Den Haan, E. J. and Kamao, S. (2003): Obtaining isotache parameters from a C.R.S. Ko-Oedometer, Soils and Foundations, 43(4). 203-214.
    • Den Haan, E. J. and Kamao, S. (2003): Obtaining isotache parameters from a C.R.S. Ko-Oedometer, Soils and Foundations, 43(4). 203-214.
  • 5
    • 17044416674 scopus 로고    scopus 로고
    • One-dimensional consolidation modeling based on the isotach law for normally consolidated clays
    • Imai, G., Tanaka, Y. and Sacgusa, H. (2003): One-dimensional consolidation modeling based on the isotach law for normally consolidated clays, Soils and Foundations, 43 (4), 173-188.
    • (2003) Soils and Foundations , vol.43 , Issue.4 , pp. 173-188
    • Imai, G.1    Tanaka, Y.2    Sacgusa, H.3
  • 6
    • 0033926410 scopus 로고    scopus 로고
    • Basin formation at a contractional bend of a large trascurrent 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 trascurrent 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
  • 8
    • 0022080725 scopus 로고
    • Stress-strain-strain rate relation for the compressibility of sensitive natural clays
    • Leroueil, S., Kabbaj, M., Tavenas, F. and Bouchard, R. (1985): Stress-strain-strain rate relation for the compressibility of sensitive natural clays, Geotechnique, 35, 159-180.
    • (1985) Geotechnique , vol.35 , pp. 159-180
    • Leroueil, S.1    Kabbaj, M.2    Tavenas, F.3    Bouchard, R.4
  • 9
    • 54249126844 scopus 로고    scopus 로고
    • Leroueil, S., Hamoushe, K., Tavenas, F., Boudali, M., Local, J., Virely, D., Roy, M., La Rochelle, V. and Leblond, P. (2002): Geotechnical characterization and properties of a sensitive clay from Quebec, Characterization and Engineering Properties of Natural Soils, Singapore, 1, 363-394.
    • Leroueil, S., Hamoushe, K., Tavenas, F., Boudali, M., Local, J., Virely, D., Roy, M., La Rochelle, V. and Leblond, P. (2002): Geotechnical characterization and properties of a sensitive clay from Quebec, Characterization and Engineering Properties of Natural Soils, Singapore, 1, 363-394.
  • 11
    • 0017494335 scopus 로고
    • Time- and stress-compressibility interrelationship
    • Mesri, G. and Godlewski, P. M. (1977): Time- and stress-compressibility interrelationship, J. Geot. Eng. Div. ASCE, 103 (GT5), 417-430.
    • (1977) J. Geot. Eng. Div. ASCE , vol.103 , Issue.GT5 , pp. 417-430
    • Mesri, G.1    Godlewski, P.M.2
  • 12
    • 24744455744 scopus 로고
    • Observation of the settlement at the reclaimed marine foundations
    • JSCE, in Japanese
    • Mikasa, M. and Takada, N. (1977): Observation of the settlement at the reclaimed marine foundations, Proc. 52nd National Conf. JSCE, 184-185 (in Japanese).
    • (1977) Proc. 52nd National Conf , pp. 184-185
    • Mikasa, M.1    Takada, N.2
  • 13
    • 19844378454 scopus 로고    scopus 로고
    • Long term settlement of the reclaimed quasi-overcon-solidated Pleistocene clay deposit in Osaka bay
    • Mimura, M., Takeda, H., Yamamoto, K. Kujiwara, T. and Jang, W. Y. (2003): Long term settlement of the reclaimed quasi-overcon-solidated Pleistocene clay deposit in Osaka bay, Soils and Foundations, 43 (6), 141-153.
    • (2003) Soils and Foundations , vol.43 , Issue.6 , pp. 141-153
    • Mimura, M.1    Takeda, H.2    Yamamoto, K.3    Kujiwara, T.4    Jang, W.Y.5
  • 14
    • 24044451967 scopus 로고    scopus 로고
    • Modelling the effects of surcharge to reduce long term settlement of reclamations over soft clays: A numerical case history
    • Nash, D. (2001): Modelling the effects of surcharge to reduce long term settlement of reclamations over soft clays: a numerical case history, Soils and Foundations, 41 (5), 1-13.
    • (2001) Soils and Foundations , vol.41 , Issue.5 , pp. 1-13
    • Nash, D.1
  • 15
    • 35448962877 scopus 로고    scopus 로고
    • c value -Inter-connected oedometer test-
    • c value -Inter-connected oedometer test-. Soils and Foundations, 45 (3), 97-105.
    • (2005) Soils and Foundations , vol.45 , Issue.3 , pp. 97-105
    • 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 Local, J. (1999): A microstructural investigation of Osaka Bay clay: the impact of microfossils on its mechanical behaviour, Can. Getech. J., 36, 493-508.
    • (1999) Can. Getech. J , vol.36 , pp. 493-508
    • Tanaka, H.1    Local, J.2
  • 18
    • 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
  • 19
    • 24744461911 scopus 로고    scopus 로고
    • Applicability of SHANSEP method to six different natural clays, using triaxial and direct shear tests
    • Tanaka, H., Shiwakoti, D. R. and Tanaka, M. (2003): Applicability of SHANSEP method to six different natural clays, using triaxial and direct shear tests, Soils and Foundations, 43 (3), 43-55.
    • (2003) Soils and Foundations , vol.43 , Issue.3 , pp. 43-55
    • Tanaka, H.1    Shiwakoti, D.R.2    Tanaka, M.3
  • 20
    • 24744465165 scopus 로고    scopus 로고
    • Ageing effects on consolidation properties -Based on the site investigation of Osaka Pleistocene clays-
    • Tanaka, H., Kang, M. S. and Watabe, Y. (2004): Ageing effects on consolidation properties -Based on the site investigation of Osaka Pleistocene clays-, Soils and Foundations, 44 (6), 39-51.
    • (2004) Soils and Foundations , vol.44 , Issue.6 , pp. 39-51
    • Tanaka, H.1    Kang, M.S.2    Watabe, Y.3
  • 21
    • 54249145965 scopus 로고
    • Reclamation history in Yokohama
    • in Japanese
    • Tanaka, T. (1991): Reclamation history in Yokohama, Tsuchi to Kiso, 39 (1), 21-28 (in Japanese).
    • (1991) Tsuchi to Kiso , vol.39 , Issue.1 , pp. 21-28
    • Tanaka, T.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.