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Volumn 123, Issue 5, 1997, Pages 411-420

Secondary compression of peat with or without surcharging

Author keywords

[No Author keywords available]

Indexed keywords

COMPACTION; COMPRESSIBILITY OF SOLIDS; CONSOLIDATION; DENSITY MEASUREMENT (SPECIFIC GRAVITY);

EID: 0031148912     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)1090-0241(1997)123:5(411)     Document Type: Article
Times cited : (206)

References (41)
  • 1
    • 0037547727 scopus 로고
    • The engineering behavior of a Canadian muskeg
    • University of Toronto Press, Toronto, Canada
    • Adams, J. (1965). "The engineering behavior of a Canadian muskeg." Proc., 6th Int. Conf. Soil Mech. Found. Engrg., University of Toronto Press, Toronto, Canada, 1, 3-7.
    • (1965) Proc., 6th Int. Conf. Soil Mech. Found. Engrg. , vol.1 , pp. 3-7
    • Adams, J.1
  • 2
    • 0016544605 scopus 로고
    • Consolidation of fibrous peat
    • ASCE
    • Berry, P. L., and Vickers, B. (1975). "Consolidation of fibrous peat." J. Geotech. Engrg., ASCE, 101(8), 741-753.
    • (1975) J. Geotech. Engrg. , vol.101 , Issue.8 , pp. 741-753
    • Berry, P.L.1    Vickers, B.2
  • 3
    • 85024184646 scopus 로고
    • Engineering geology of normally consolidated marine clays as related to settlement of buildings
    • London, England
    • Bjerrum, L. (1967). "Engineering geology of normally consolidated marine clays as related to settlement of buildings." Géotechnique, London, England, 17, 2-26.
    • (1967) Géotechnique , vol.17 , pp. 2-26
    • Bjerrum, L.1
  • 4
    • 0004043417 scopus 로고
    • Notes on soil testing for engineering purposes
    • Harvard University, Cambridge, Mass.
    • Casagrande, A., and Fadum, R. E. (1940). "Notes on soil testing for engineering purposes." Harvard soil mechanics series No. 8, Harvard University, Cambridge, Mass.
    • (1940) Harvard Soil Mechanics Series No. 8
    • Casagrande, A.1    Fadum, R.E.2
  • 5
    • 0002014702 scopus 로고
    • The ecology of Sphagnum
    • A. J. E. Smith, ed., Chapman & Hall, Ltd., London
    • Clymo, R. O., and Hayward, P. M. (1982). "The ecology of Sphagnum." Bryophyte ecology, A. J. E. Smith, ed., Chapman & Hall, Ltd., London, 221-289.
    • (1982) Bryophyte Ecology , pp. 221-289
    • Clymo, R.O.1    Hayward, P.M.2
  • 6
    • 0343487342 scopus 로고
    • PhD thesis, Delft University of Technology, Delft, The Netherlands
    • den Haan, E. J. (1994). "Vertical compression of soils," PhD thesis, Delft University of Technology, Delft, The Netherlands.
    • (1994) Vertical Compression of Soils
    • Den Haan, E.J.1
  • 7
    • 0019063613 scopus 로고
    • Consolidation behavior of peats
    • Dhowian, A. W., and Edil, T. B. (1980). "Consolidation behavior of peats." Geotech. Testing J., 3(3), 105-114.
    • (1980) Geotech. Testing J. , vol.3 , Issue.3 , pp. 105-114
    • Dhowian, A.W.1    Edil, T.B.2
  • 8
    • 0343016716 scopus 로고
    • c concept applied to compression of peat
    • ASCE
    • c concept applied to compression of peat." J. Geotech. Engrg., ASCE, 118(8), 1256-1263.
    • (1992) J. Geotech. Engrg. , vol.118 , Issue.8 , pp. 1256-1263
    • Fox, P.J.1    Edil, T.B.2    Lan, L.T.3
  • 9
    • 84864114588 scopus 로고
    • c concept applied to compression of peat.'
    • ASCE
    • c concept applied to compression of peat.'" J. Geotech. Engrg., ASCE, 120(4), 767-770.
    • (1994) J. Geotech. Engrg. , vol.120 , Issue.4 , pp. 767-770
    • Fox, P.J.1    Edil, T.B.2    Lan, L.T.3
  • 10
    • 0342807497 scopus 로고
    • An investigation of some physical properties of peat
    • London, England
    • Hanrahan, E. T. (1954). "An investigation of some physical properties of peat." Géotechnique, London, England, 4(2), 108-123.
    • (1954) Géotechnique , vol.4 , Issue.2 , pp. 108-123
    • Hanrahan, E.T.1
  • 11
    • 0003107804 scopus 로고
    • Mires: Swamp, bog, fen and moor
    • A. J. P. Gore, ed., Elsevier Science Publisher, Amsterdam, The Netherlands
    • Ingram, H. A. P. (1983). "Mires: Swamp, bog, fen and moor." Ecosystems of the world, A. J. P. Gore, ed., Elsevier Science Publisher, Amsterdam, The Netherlands, 67-150.
    • (1983) Ecosystems of the World , pp. 67-150
    • Ingram, H.A.P.1
  • 12
    • 3743125067 scopus 로고
    • Secondary settlements of four Danish road embankments on soft soils
    • A. A. Balkema, Rotterdam, The Netherlands
    • Jorgenson, M. B. (1987). "Secondary settlements of four Danish road embankments on soft soils." Proc., 9th Eur. Conf. Soil Mech. Found. Engrg., A. A. Balkema, Rotterdam, The Netherlands, 2, 557-560.
    • (1987) Proc., 9th Eur. Conf. Soil Mech. Found. Engrg. , vol.2 , pp. 557-560
    • Jorgenson, M.B.1
  • 13
    • 3743144903 scopus 로고
    • Embankment construction on peat utilizing hydraulic fill
    • National Research Council of Canada, Ottawa, Canada
    • Keene, P., and Zawodniak, C. D. (1968). "Embankment construction on peat utilizing hydraulic fill." Proc., 3rd Int. Peat Contr., National Research Council of Canada, Ottawa, Canada, 45-50.
    • (1968) Proc., 3rd Int. Peat Contr. , pp. 45-50
    • Keene, P.1    Zawodniak, C.D.2
  • 14
    • 3242849247 scopus 로고
    • Highway design and construction over peat deposits in lower British Columbia
    • Lea, N. D., and Brawner, C. O. (1963). "Highway design and construction over peat deposits in lower British Columbia." Hwy Res. Rec., 7, 1-32.
    • (1963) Hwy Res. Rec. , vol.7 , pp. 1-32
    • Lea, N.D.1    Brawner, C.O.2
  • 15
    • 0021422349 scopus 로고
    • Laboratory testing and in situ behaviour of peat as embankment foundation
    • Ottawa, Canada
    • Lefebvre, G., Langlois, P., Lupien, C., and Lavallée, J.-G. (1984). "Laboratory testing and in situ behaviour of peat as embankment foundation." Can. Geotech. J., Ottawa, Canada, 21(2), 322-337.
    • (1984) Can. Geotech. J. , vol.21 , Issue.2 , pp. 322-337
    • Lefebvre, G.1    Langlois, P.2    Lupien, C.3    Lavallée, J.-G.4
  • 16
    • 0007909443 scopus 로고
    • Time effects in the consolidation of clays
    • Leonards, G. A., and Ramiah, B. K. (1959). "Time effects in the consolidation of clays." ASTM Spec. Tech. Publ. 254, 116-130.
    • (1959) ASTM Spec. Tech. Publ. , vol.254 , pp. 116-130
    • Leonards, G.A.1    Ramiah, B.K.2
  • 17
    • 84964244371 scopus 로고
    • The settlement of the approach embankments to a new road bridge at Lockford, West Suffolk
    • London, England
    • Lewis, W. A. (1956). "The settlement of the approach embankments to a new road bridge at Lockford, West Suffolk." Géotechnique, London, England, 6(3), 106-114.
    • (1956) Géotechnique , vol.6 , Issue.3 , pp. 106-114
    • Lewis, W.A.1
  • 18
    • 0015574479 scopus 로고
    • Coefficient of secondary compression
    • ASCE
    • Mesri, G. (1973). "Coefficient of secondary compression." J. Soil Mech. and Found. Div., ASCE, 99(1), 123-137.
    • (1973) J. Soil Mech. and Found. Div. , vol.99 , Issue.1 , pp. 123-137
    • Mesri, G.1
  • 19
    • 0013127497 scopus 로고
    • Discussion of 'Post-construction settlement of an expressway built on peat by precompression.'
    • Ottawa, Canada
    • Mesri, G. (1986). "Discussion of 'Post-construction settlement of an expressway built on peat by precompression.' " Can. Geotech. J., Ottawa, Canada, 23(3), 403-407.
    • (1986) Can. Geotech. J. , vol.23 , Issue.3 , pp. 403-407
    • Mesri, G.1
  • 20
    • 0013083904 scopus 로고
    • Fourth law of soil mechanics: A law of compressibility
    • Sociedad Mexicana de Mecanica de Suelos, Mexico City, Mexico
    • Mesri, G. (1987). "Fourth law of soil mechanics: A law of compressibility." Proc., Int. Symp. on Geotech. Engrg. of Soft Soils, Sociedad Mexicana de Mecanica de Suelos, Mexico City, Mexico, 2, 179-187.
    • (1987) Proc., Int. Symp. on Geotech. Engrg. of Soft Soils , vol.2 , pp. 179-187
    • Mesri, G.1
  • 21
    • 3743100485 scopus 로고
    • Aging of soils
    • Sociedad Mexicana de Mecanica de Suelos, Mexico City, Mexico
    • Mesri, G. (1993). "Aging of soils." Aging Symp., Sociedad Mexicana de Mecanica de Suelos, Mexico City, Mexico, 1, 1-29.
    • (1993) Aging Symp. , vol.1 , pp. 1-29
    • Mesri, G.1
  • 22
    • 0023305801 scopus 로고
    • o during secondary compression
    • ASCE
    • o during secondary compression." J. Geotech. Engrg., ASCE, 113(3), 230-247.
    • (1987) J. Geotech. Engrg. , vol.113 , Issue.3 , pp. 230-247
    • Mesri, G.1    Castro, A.2
  • 23
    • 0013173425 scopus 로고
    • Discussion of 'Strain rate behavior of Saint-Jean-Vianney clay.'
    • Ottawa, Canada
    • Mesri, G., and Choi, Y. K. (1979). "Discussion of 'Strain rate behavior of Saint-Jean-Vianney clay.'" Can. Geotech. J., Ottawa, Canada, 16(4), 831-834.
    • (1979) Can. Geotech. J. , vol.16 , Issue.4 , pp. 831-834
    • Mesri, G.1    Choi, Y.K.2
  • 25
    • 33749303345 scopus 로고
    • Constant rate of strain consolidation testing of soft clays
    • Sociedad Mexicana de Mecanica de Suelos, Mexico City, Mexico
    • Mesri, G., and Feng, T. W. (1992). "Constant rate of strain consolidation testing of soft clays." Proc., Raul J. Marsal Volume, Sociedad Mexicana de Mecanica de Suelos, Mexico City, Mexico, 49-59.
    • (1992) Proc., Raul J. Marsal Volume , pp. 49-59
    • Mesri, G.1    Feng, T.W.2
  • 26
    • 0025450075 scopus 로고
    • Postdensification penetration resistance of clean sands
    • ASCE
    • Mesri, G., Feng, T. W., and Benak, J. M. (1990). "Postdensification penetration resistance of clean sands." J. Geotech. Engrg., ASCE, 116(7), 1095-1115.
    • (1990) J. Geotech. Engrg. , vol.116 , Issue.7 , pp. 1095-1115
    • Mesri, G.1    Feng, T.W.2    Benak, J.M.3
  • 30
    • 0017494335 scopus 로고
    • Time- and stress-compressibility interrelationship
    • ASCE
    • Mesri, G., and Godlewski, P. M. (1977). "Time- and stress-compressibility interrelationship." J. Geotech. Engrg., ASCE, 103(5), 417-430.
    • (1977) J. Geotech. Engrg. , vol.103 , Issue.5 , pp. 417-430
    • Mesri, G.1    Godlewski, P.M.2
  • 31
    • 0013083157 scopus 로고
    • Closure to 'Time- and stress-compressibility interrelationship.'
    • ASCE
    • Mesri, G., and Godlewski, P. M. (1979). "Closure to 'Time- and stress-compressibility interrelationship.'" J. Geotech. Engrg., ASCE, 105(1), 106-113.
    • (1979) J. Geotech. Engrg. , vol.105 , Issue.1 , pp. 106-113
    • Mesri, G.1    Godlewski, P.M.2
  • 32
    • 0001473666 scopus 로고
    • Mechanisms controlling the permeability of clays
    • Mesri, G., and Olson, R. E. (1971). "Mechanisms controlling the permeability of clays." Clays and Clay Minerals, 19(3), 151-158.
    • (1971) Clays and Clay Minerals , vol.19 , Issue.3 , pp. 151-158
    • Mesri, G.1    Olson, R.E.2
  • 33
    • 0016091337 scopus 로고
    • Theory of consolidation for clays
    • ASCE
    • Mesri, G., and Rokhsar, A. (1974). "Theory of consolidation for clays." J. Geotech. Engrg., ASCE, 100(8), 889-904.
    • (1974) J. Geotech. Engrg. , vol.100 , Issue.8 , pp. 889-904
    • Mesri, G.1    Rokhsar, A.2
  • 34
    • 0013083907 scopus 로고
    • Discussion of 'Long-term consolidation characteristics of diluvial clay on Osaka Bay.'
    • Tokyo, Japan
    • Mesri, G., and Shahien, M. (1993). "Discussion of 'Long-term consolidation characteristics of diluvial clay on Osaka Bay.'" Soils and Found., Tokyo, Japan, 33(1), 213-215.
    • (1993) Soils and Found. , vol.33 , Issue.1 , pp. 213-215
    • Mesri, G.1    Shahien, M.2
  • 35
    • 0018007133 scopus 로고
    • The rate of swelling of overconsolidated clays subjected to unloading
    • London, England
    • Mesri, G., Ullrich, C. R., and Choi, Y. K. (1978). "The rate of swelling of overconsolidated clays subjected to unloading." Géotechnique, London, England, 28(3), 281-307.
    • (1978) Géotechnique , vol.28 , Issue.3 , pp. 281-307
    • Mesri, G.1    Ullrich, C.R.2    Choi, Y.K.3
  • 36
    • 0022267669 scopus 로고
    • Postconstruction settlement of an expressway built on peat by precompression
    • Ottawa, Canada
    • Samson, L. (1985). "Postconstruction settlement of an expressway built on peat by precompression." Can. Geotech. J., Ottawa, Canada, 22(2), 1-9.
    • (1985) Can. Geotech. J. , vol.22 , Issue.2 , pp. 1-9
    • Samson, L.1
  • 37
    • 0013127502 scopus 로고
    • Design and performance of an expressway constructed over peat by preloading
    • Ottawa, Canada
    • Samson, L., and LaRochelle, P. (1972). "Design and performance of an expressway constructed over peat by preloading." Can Geotech. J., Ottawa, Canada, 9(4), 447-466.
    • (1972) Can Geotech. J. , vol.9 , Issue.4 , pp. 447-466
    • Samson, L.1    LaRochelle, P.2
  • 38
    • 0020969861 scopus 로고
    • The permeability of natural soft clays. Part II: Permeability characteristics
    • Ottawa, Canada
    • Tavenas, F., Jean, P., Leblond, P., and Leroueil, S. (1983). "The permeability of natural soft clays. Part II: Permeability characteristics." Can. Geotech. J., Ottawa, Canada, 20(4), 645-660.
    • (1983) Can. Geotech. J. , vol.20 , Issue.4 , pp. 645-660
    • Tavenas, F.1    Jean, P.2    Leblond, P.3    Leroueil, S.4
  • 39
    • 0028183955 scopus 로고
    • Anatomy of recent and peatified Calluna vulgaris stems: Implications for coal maceral formation
    • Van der Heijden, E., Bouman, F., and Boon, J. J. (1994). "Anatomy of recent and peatified Calluna vulgaris stems: implications for coal maceral formation." Int. J. Coal Geol., 25, 1-25.
    • (1994) Int. J. Coal Geol. , vol.25 , pp. 1-25
    • Van Der Heijden, E.1    Bouman, F.2    Boon, J.J.3
  • 40
    • 3743147211 scopus 로고
    • Engineering problems of organic soils in Japan: Design and execution of works in depth
    • Japanese Society of Soil Mechanics and Foundation Engineering, Tokyo, Japan
    • Watanabe, S. (1977). "Engineering problems of organic soils in Japan: Design and execution of works in depth." Rep. of Res. Com. on Organic Soils, Japanese Society of Soil Mechanics and Foundation Engineering, Tokyo, Japan, 69-82.
    • (1977) Rep. of Res. Com. on Organic Soils , pp. 69-82
    • Watanabe, S.1
  • 41
    • 0002821965 scopus 로고
    • Performance of embankments constructed over peat
    • ASCE
    • Weber, W. G. (1969). "Performance of embankments constructed over peat." J. Soil Mech. and Found. Div., ASCE, 95(1), 53-76.
    • (1969) J. Soil Mech. and Found. Div. , vol.95 , Issue.1 , pp. 53-76
    • Weber, W.G.1


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