메뉴 건너뛰기




Volumn 41, Issue 2, 2001, Pages 89-104

Characterization of Yangsan clay, Pusan, Korea

Author keywords

Consolidation; Consolidation yield stress; In situ test; Microstructure; Overconsolidation ratio; Pusan clay; Sample disturbance; Sensitivity (IGC: C6)

Indexed keywords


EID: 0003156207     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.41.2_89     Document Type: Article
Times cited : (34)

References (29)
  • 1
    • 0002621681 scopus 로고
    • The NGI 54 mm samplers for undisturbed sampling of clays and representative sampling of coaster materials
    • Singapore
    • Anderson, A. and Kolstad, P. (1979): The NGI 54 mm samplers for undisturbed sampling of clays and representative sampling of coaster materials, Proc. of the Int. Symp. on Soil Sampling, Singapore, 13-21.
    • (1979) Proc. of the Int. Symp. on Soil Sampling , pp. 13-21
    • Anderson, A.1    Kolstad, P.2
  • 2
    • 85024184646 scopus 로고
    • Engineering geology of Norwegian normally consolidated marine clays as related to settlements of building
    • Bjerrum, L. (1967): Engineering geology of Norwegian normally consolidated marine clays as related to settlements of building, Géotechnique, 17 (2), 83-118.
    • (1967) Géotechnique , vol.17 , Issue.2 , pp. 83-118
    • Bjerrum, L.1
  • 4
    • 0001138288 scopus 로고    scopus 로고
    • Engineering properties and consolidation characteristics of Kimhae estuarine clayey soil
    • Seoul
    • Chung, S. G. (1999): Engineering properties and consolidation characteristics of Kimhae estuarine clayey soil, Thick Deltaic Deposits, Special Publication at the 11th ARC on SMGE, Seoul, 93-108.
    • (1999) Thick Deltaic Deposits, Special Publication at the 11th ARC on SMGE , pp. 93-108
    • Chung, S.G.1
  • 5
    • 0016072127 scopus 로고
    • The form and function of microfabric features in a variety of natural soils
    • Collins, K. and McGown, A. (1974): The form and function of microfabric features in a variety of natural soils, Géotechnique, 24 (2), 223-254.
    • (1974) Géotechnique , vol.24 , Issue.2 , pp. 223-254
    • Collins, K.1    McGown, A.2
  • 6
    • 0021286108 scopus 로고
    • Study on the structure of a sensitive Champlain clay and its evolution during consolidation
    • Delage, P. and Lefebvre, G. (1984): Study on the structure of a sensitive Champlain clay and its evolution during consolidation, Canadian Geotechnical Journal, 21, 21-35.
    • (1984) Canadian Geotechnical Journal , vol.21 , pp. 21-35
    • Delage, P.1    Lefebvre, G.2
  • 8
    • 0002604411 scopus 로고
    • Evaluation of engineering properties for an Ariake clay
    • Hanzawa, H., Fukaya, T. and Suzuki, K. (1990): Evaluation of engineering properties for an Ariake clay. Soils and Foundations, 30 (4), 11-24.
    • (1990) Soils and Foundations , vol.30 , Issue.4 , pp. 11-24
    • Hanzawa, H.1    Fukaya, T.2    Suzuki, K.3
  • 9
    • 0003017166 scopus 로고    scopus 로고
    • Large consolidation settlement occurred during reclamation works in the Nakdong River mouth
    • Seoul Korea, Korea Geotechnical Society
    • Kim, S. K. (1999): Large consolidation settlement occurred during reclamation works in the Nakdong River mouth, Proc. of '99 Dredging and Geoenvironmental Conf., Seoul Korea, Korea Geotechnical Society, 35-50.
    • (1999) Proc. of '99 Dredging and Geoenvironmental Conf. , pp. 35-50
    • Kim, S.K.1
  • 12
    • 0021042860 scopus 로고
    • Proprietes caracteristiques des argiles de l'est du Canada
    • Leroueil, S., Tavenas, F. and Le Bihan, J. P. (1983): Proprietes caracteristiques des argiles de l'est du Canada, Can. Geotech. J., 20 (4), 681-705.
    • (1983) Can. Geotech. J. , vol.20 , Issue.4 , pp. 681-705
    • Leroueil, S.1    Tavenas, F.2    Le Bihan, J.P.3
  • 14
    • 0029505316 scopus 로고    scopus 로고
    • On the development of microstructure in collapsible soils: Lessons from the study of recent sediments and artificial cementation
    • (ed. by Derbyshire, E. et al.), Klewer Academic Publishers
    • Locat, J. (1996): On the development of microstructure in collapsible soils: lessons from the study of recent sediments and artificial cementation, Genesis and Properties of Collapsible Soils, (ed. by Derbyshire, E. et al.), Klewer Academic Publishers, 93-128.
    • (1996) Genesis and Properties of Collapsible Soils , pp. 93-128
    • Locat, J.1
  • 15
    • 0022843826 scopus 로고
    • The origin of the structuration of the Grande-Baleine marine sediments
    • Locat, J. and Lefebvre, G. (1986): The origin of the structuration of the Grande-Baleine marine sediments, Quaterly J. of Engineering Geology, 19, 365-374.
    • (1986) Quaterly J. of Engineering Geology , vol.19 , pp. 365-374
    • Locat, J.1    Lefebvre, G.2
  • 16
    • 0002914765 scopus 로고    scopus 로고
    • Microstructure, mineralogy and physical properties: Techniques and application to the Pusan clay
    • Seoul Korea, Korea Geotech. Society
    • Locat, J. and Tanaka, H. (1999): Microstructure, mineralogy and physical properties: techniques and application to the Pusan clay, Proc. of '99 Dredging and Geoenvironmental Conf., Seoul Korea, Korea Geotech. Society, 15-31.
    • (1999) Proc. of '99 Dredging and Geoenvironmental Conf. , pp. 15-31
    • Locat, J.1    Tanaka, H.2
  • 18
    • 0004167746 scopus 로고
    • Direct shear device newly developed
    • in Japanese
    • Mikasa, M. (1960): Direct shear device newly developed, Proc. of 15th Annual Conference, JSCE, 45-48 (in Japanese).
    • (1960) Proc. of 15th Annual Conference, JSCE , pp. 45-48
    • Mikasa, M.1
  • 20
    • 0001852688 scopus 로고
    • Correlation of the mechanical and index properties of soils in harbour districts
    • in Japanese
    • Ogawa, F. and Matsumoto, K. (1978): Correlation of the mechanical and index properties of soils in harbour districts, Report of the Port and Harbour Research Institute, 17 (3), 3-89 (in Japanese).
    • (1978) Report of the Port and Harbour Research Institute , vol.17 , Issue.3 , pp. 3-89
    • Ogawa, F.1    Matsumoto, K.2
  • 22
    • 0028515329 scopus 로고
    • Vane shear strength of Japanese marine clays and application of Bjerrum's correction factor
    • Tanaka, H. (1994): Vane shear strength of Japanese marine clays and application of Bjerrum's correction factor, Soils and Foundations, 34 (3), 39-48.
    • (1994) Soils and Foundations , vol.34 , Issue.3 , pp. 39-48
    • Tanaka, H.1
  • 23
    • 0002733823 scopus 로고    scopus 로고
    • Comparative study on sample quality using several types of samplers
    • Tanaka, H., Sharma, P., Tsuchida, T. and Tanaka, M. (1996): Comparative study on sample quality using several types of samplers, Soils and Foundations, 36 (2), 57-68.
    • (1996) Soils and Foundations , vol.36 , Issue.2 , pp. 57-68
    • Tanaka, H.1    Sharma, P.2    Tsuchida, T.3    Tanaka, M.4
  • 26
    • 0033512085 scopus 로고    scopus 로고
    • A microstructural investigation of Osaka Bay clay: The impact of microfossils on its mechanical behavior
    • Tanaka, H. and Locat, J. (1999): A microstructural investigation of Osaka Bay clay: the impact of microfossils on its mechanical behavior, Can. Geotech. J., 36, 493-508.
    • (1999) Can. Geotech. J. , vol.36 , pp. 493-508
    • Tanaka, H.1    Locat, J.2
  • 27
    • 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
  • 29
    • 0002271407 scopus 로고    scopus 로고
    • Comparison of mechanical behavior of two overconsolidaled clays: Yamashita and Louiseville clays
    • in press
    • Tanaka, H., Shiwakoti, R. D., Mishima, O., Watabe, Y. and Tanaka, M. (2001): Comparison of mechanical behavior of two overconsolidaled clays: Yamashita and Louiseville clays, Soils and Foundations, (in press).
    • (2001) Soils and Foundations
    • Tanaka, H.1    Shiwakoti, R.D.2    Mishima, O.3    Watabe, Y.4    Tanaka, M.5


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.