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Volumn 36, Issue 6, 1999, Pages 981-1000

A geotechnical investigation of marine deposits in a nearshore seabed for land reclamation

Author keywords

Coefficient of consolidation; Dissipation tests; Land reclamation; Marine deposit; Piezocone; Rowe cell

Indexed keywords

CONSOLIDATION; LAND RECLAMATION; MECHANICAL PERMEABILITY; PORE PRESSURE; SOIL TESTING;

EID: 0033502619     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t99-063     Document Type: Article
Times cited : (18)

References (37)
  • 1
    • 0022908380 scopus 로고
    • Consolidation after undrained piezocone penetration. II: Interpretation
    • Baligh, M.M., and Levadoux, J.N. 1986. Consolidation after undrained piezocone penetration. II: interpretation. Journal of Geotechnical Engineering, ASCE, 112: 727-745.
    • (1986) Journal of Geotechnical Engineering, ASCE , vol.112 , pp. 727-745
    • Baligh, M.M.1    Levadoux, J.N.2
  • 2
    • 0019267902 scopus 로고
    • Shape factors of cylindrical piezometers
    • Brand, E.W., and Premchitt, J. 1980. Shape factors of cylindrical piezometers. Géotechnique, 30: 369-384.
    • (1980) Géotechnique , vol.30 , pp. 369-384
    • Brand, E.W.1    Premchitt, J.2
  • 3
    • 84910997080 scopus 로고
    • Geotechnical properties of Norwegian marine clays
    • Bjerrum, L. 1954. Geotechnical properties of Norwegian marine clays, Géotechnique, 4: 49-60.
    • (1954) Géotechnique , vol.4 , pp. 49-60
    • Bjerrum, L.1
  • 6
    • 0343113461 scopus 로고    scopus 로고
    • Methods used to reduce settlements and shorten construction time at Macau International Airport
    • Carter, M. 1996. Methods used to reduce settlements and shorten construction time at Macau International Airport. Transactions, Hong Kong Institution of Engineers, 3(1): 1-8.
    • (1996) Transactions, Hong Kong Institution of Engineers , vol.3 , Issue.1 , pp. 1-8
    • Carter, M.1
  • 7
    • 0342679168 scopus 로고
    • Hong Kong Government, Civil Engineering Department, Geotechnical Control Office Advisory Report ADR 19/86
    • Choot, G.E.B. 1986. Hung Hom Bay reclamation, Phase I - site condition. Hong Kong Government, Civil Engineering Department, Geotechnical Control Office Advisory Report ADR 19/86.
    • (1986) Hung Hom Bay Reclamation, Phase I - Site Condition
    • Choot, G.E.B.1
  • 9
    • 0343985410 scopus 로고
    • Reclamation in Tseung Kwan O - Design and site aspects
    • Fraser, R.A., Ting, K.L., and Poon, A.S. 1990. Reclamation in Tseung Kwan O - design and site aspects. Hong Kong Engineer, 18(12): 36-40.
    • (1990) Hong Kong Engineer , vol.18 , Issue.12 , pp. 36-40
    • Fraser, R.A.1    Ting, K.L.2    Poon, A.S.3
  • 10
    • 0342679167 scopus 로고
    • Geotechnical Engineering Office, Civil Engineering Department, Hong Kong
    • Geotechnical Engineering Office. 1990. GEOGUIDE 2: guide to site investigation. Geotechnical Engineering Office, Civil Engineering Department, Hong Kong.
    • (1990) GEOGUIDE 2: Guide to Site Investigation
  • 11
    • 0022775901 scopus 로고
    • Piezoprobe determined coefficient of consolidation
    • Gupta, R.C., and Davidson, J.L. 1986. Piezoprobe determined coefficient of consolidation. Soils and Foundations, 26(3): 12-22.
    • (1986) Soils and Foundations , vol.26 , Issue.3 , pp. 12-22
    • Gupta, R.C.1    Davidson, J.L.2
  • 12
    • 0003810596 scopus 로고
    • effective stress tests. Pentech Press, London
    • Head, K.H. 1986. Manual of soil laboratory testing. Vol. 3: effective stress tests. Pentech Press, London.
    • (1986) Manual of Soil Laboratory Testing , vol.3
    • Head, K.H.1
  • 19
    • 85040275694 scopus 로고
    • Massachusetts Institute of Technology, Department of Civil Engineering, Research Report R80-15
    • Levadoux, J.N., and Baligh, M.M. 1980. Pore pressure during cone penetration in clays. Massachusetts Institute of Technology, Department of Civil Engineering, Research Report R80-15.
    • (1980) Pore Pressure during Cone Penetration in Clays
    • Levadoux, J.N.1    Baligh, M.M.2
  • 20
    • 0022879052 scopus 로고
    • Consolidation after undrained piezocone penetration. I: Prediction
    • Levadoux, J.N., and Baligh, M.M. 1986. Consolidation after undrained piezocone penetration. I: prediction. Journal of Geotechnical Engineering, ASCE, 112(GT7): 707-725.
    • (1986) Journal of Geotechnical Engineering, ASCE , vol.112 , Issue.GT7 , pp. 707-725
    • Levadoux, J.N.1    Baligh, M.M.2
  • 25
  • 27
    • 36049040210 scopus 로고
    • Considerations on the sensitivity of Norwegian quick clays
    • Rosenqvist, I.Th. 1953. Considerations on the sensitivity of Norwegian quick clays. Géotechnique, 3(5): 195-200.
    • (1953) Géotechnique , vol.3 , Issue.5 , pp. 195-200
    • Rosenqvist, I.Th.1
  • 29
    • 84892294359 scopus 로고
    • The relevance of soil fabric to site investigation practice. Twelfth Rankine Lecture
    • Rowe, P.W. 1972. The relevance of soil fabric to site investigation practice. Twelfth Rankine Lecture. Géotechnique, 22.
    • (1972) Géotechnique , vol.22
    • Rowe, P.W.1
  • 30
    • 0001138416 scopus 로고
    • A new consolidation cell
    • Rowe, P.W., and Barden, L. 1966. A new consolidation cell. Géotechnique, 16(2): 162-170.
    • (1966) Géotechnique , vol.16 , Issue.2 , pp. 162-170
    • Rowe, P.W.1    Barden, L.2
  • 31
    • 0003512770 scopus 로고
    • U.S. Department of Transportation, Federal Highway Administration, Offices of Research and Development, Report FHWA-TS-78-209
    • Schmatmann, J.K. 1978. Guidelines for cone penetration test performance and design. U.S. Department of Transportation, Federal Highway Administration, Offices of Research and Development, Report FHWA-TS-78-209.
    • (1978) Guidelines for Cone Penetration Test Performance and Design
    • Schmatmann, J.K.1
  • 32
    • 0001635660 scopus 로고
    • Organic matter characterization
    • Agronomy Chapt. 30, American Society of Agronomy, Madison, Wis.
    • Schnitzer, M. 1982. Organic matter characterization. In Methods of soil analysis. 2nd ed. Agronomy No. 9, Chapt. 30, Part 2. American Society of Agronomy, Madison, Wis., pp. 581-594.
    • (1982) Methods of Soil Analysis. 2nd Ed. , vol.9 , Issue.PART 2 , pp. 581-594
    • Schnitzer, M.1
  • 33
    • 0024857436 scopus 로고
    • Piezocone testing in underconsolidated clay
    • Tanaka, Y., and Sakagami, T. 1989. Piezocone testing in underconsolidated clay. Canadian Geotechnical Journal, 26: 563-567.
    • (1989) Canadian Geotechnical Journal , vol.26 , pp. 563-567
    • Tanaka, Y.1    Sakagami, T.2
  • 35
    • 0025919875 scopus 로고
    • An analytical study of the cone penetration test in clay
    • Teh, C.I., and Houlsby, G.T. 1991. An analytical study of the cone penetration test in clay. Géotechnique, 41: 17-34.
    • (1991) Géotechnique , vol.41 , pp. 17-34
    • Teh, C.I.1    Houlsby, G.T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.