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Volumn 133, Issue 7, 2007, Pages 850-866

Engineering properties of fibrous peats

Author keywords

Compressibility; Peat; Permeability; Shear strength; Soil compression; Soil consolidation

Indexed keywords

COMPRESSIBILITY; CONSOLIDATION; ELASTIC MODULI; MECHANICAL PERMEABILITY; PRESSURE; SHEAR STRENGTH; STRESSES;

EID: 34347332385     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2007)133:7(850)     Document Type: Article
Times cited : (333)

References (129)
  • 4
    • 0013175587 scopus 로고    scopus 로고
    • "Geotechnical properties of peat and related engineering problems"
    • Ph.D. thesis, Univ. of Illinois at Urbana-Champaign, Urbana, Ill
    • Ajlouni, M. A. (2000). "Geotechnical properties of peat and related engineering problems." Ph.D. thesis, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
    • (2000)
    • Ajlouni, M.A.1
  • 5
    • 0000736831 scopus 로고
    • "Micromorphology of soil organic matter"
    • J. E. Gieseking, ed., Springer, New York
    • Babel, U. (1975). "Micromorphology of soil organic matter." Soil components, organic components, Vol. 1, J. E. Gieseking, ed., Springer, New York, 369-473.
    • (1975) Soil Components, Organic Components , vol.1 , pp. 369-473
    • Babel, U.1
  • 6
    • 0016544605 scopus 로고
    • "Consolidation of fibrous peat"
    • AJGEB60093-6405
    • Berry, P. L., and Vickers, B. (1975). "Consolidation of fibrous peat." J. Geotech. Engrg. Div.AJGEB60093-6405, 101(8), 741-753.
    • (1975) J. Geotech. Engrg. Div. , vol.101 , Issue.8 , pp. 741-753
    • Berry, P.L.1    Vickers, B.2
  • 7
  • 8
    • 34347365612 scopus 로고
    • "The muskeg problem in British Columbia highway construction"
    • National Research Council of Canada, Canada
    • Brawner, C. O. (1958). "The muskeg problem in British Columbia highway construction." Proc., 4th Muskeg Research Conf., NRC, ACSSM Technical Memorandum 54, National Research Council of Canada, Canada, 45-53.
    • (1958) Proc., 4th Muskeg Research Conf., NRC, ACSSM Technical Memorandum 54 , pp. 45-53
    • Brawner, C.O.1
  • 9
    • 34347365058 scopus 로고
    • "Preconsolidation in highway construction over muskeg"
    • Monetary Times Production, Toronto
    • Brawner, C. O. (1959a). "Preconsolidation in highway construction over muskeg." Roads and engineering construction, Monetary Times Production, Toronto, 97(9), 99-104.
    • (1959) Roads and Engineering Construction , vol.97 , Issue.9 , pp. 99-104
    • Brawner, C.O.1
  • 11
    • 34347362055 scopus 로고
    • "Road and railway construction"
    • I. C. MacFarlane, ed., Univ. of Toronto Press, Toronto
    • Brawner, C. O., and Tessier, G. (1969). "Road and railway construction." Muskeg engineering handbook, I. C. MacFarlane, ed., Univ. of Toronto Press, Toronto, 150-208.
    • (1969) Muskeg Engineering Handbook , pp. 150-208
    • Brawner, C.O.1    Tessier, G.2
  • 13
    • 34347349515 scopus 로고
    • "Geology of peat as it affects the exploitation of the economic commodity"
    • Bemidji State Univ., Benidji, Minn
    • Cameron, C. C. (1983). "Geology of peat as it affects the exploitation of the economic commodity." Proc., Int. Symp. on Peat Utilization, Bemidji State Univ., Benidji, Minn., 41-42.
    • (1983) Proc., Int. Symp. on Peat Utilization , pp. 41-42
    • Cameron, C.C.1
  • 14
    • 0024856633 scopus 로고
    • "The geology, botany and chemistry of selected peat-forming environments from temperate and tropical latitudes"
    • IJCGDE0166-5162
    • Cameron, C. C., Esterle, J. S., and Palmer, C. A. (1989). "The geology, botany and chemistry of selected peat-forming environments from temperate and tropical latitudes." Int. J. Coal Geol.IJCGDE0166-5162, 12(1-4), 105-106.
    • (1989) Int. Coal Geol. , vol.12 , Issue.1-4 , pp. 105-106
    • Cameron, C.C.1    Esterle, J.S.2    Palmer, C.A.3
  • 15
    • 34347357892 scopus 로고
    • "The ecology of peat sphagnum"
    • A. J. E. Smith, ed., Chapman & Hall, London
    • Clymo, R. O., and Hayward, P. M. (1982). "The ecology of peat sphagnum." Bryophyte ecology, A. J. E. Smith, ed., Chapman & Hall, London, 221-289.
    • (1982) Bryophyte Ecology , pp. 221-289
    • Clymo, R.O.1    Hayward, P.M.2
  • 16
    • 34347347553 scopus 로고
    • "Construction of highways over peat and muck areas"
    • Washington, D.C
    • Colley, B. E. (1950). "Construction of highways over peat and muck areas." American highways, Washington, D.C., 29(1), 3-6.
    • (1950) American Highways , vol.29 , Issue.1 , pp. 3-6
    • Colley, B.E.1
  • 17
    • 84872942276 scopus 로고    scopus 로고
    • "The peat deposits of Florida, their occurrence, development and uses"
    • Florida Geological Survey, Tallahassee, Fla
    • Davis, J. H. (1997). "The peat deposits of Florida, their occurrence, development and uses." Geological bulletin no. 3, Florida Geological Survey, Tallahassee, Fla.
    • (1997) Geological Bulletin No. 3
    • Davis, J.H.1
  • 18
    • 0343016731 scopus 로고    scopus 로고
    • "An overview of the mechanical behavior of peats and organic soils and some appropriate construction techniques"
    • Huat and Bahia, eds., Kuching, Sarawa, Malaysia
    • Den Haan, E. J. (1997). "An overview of the mechanical behavior of peats and organic soils and some appropriate construction techniques." Proc., Conf. on Recent Advances in Soft Soil Engineering, Huat and Bahia, eds., Kuching, Sarawa, Malaysia, Vol. 1, 17-45.
    • (1997) Proc., Conf. on Recent Advances in Soft Soil Engineering , vol.1 , pp. 17-45
    • Den Haan, E.J.1
  • 19
    • 0343016730 scopus 로고
    • "Consolidation effects on properties of highly compressive soils-peats"
    • Ph.D. thesis, Dept. of Civil Engineering, Univ. of Wisconsin-Madison, Madison, Wis
    • Dhowian, A. W. (1978). "Consolidation effects on properties of highly compressive soils-peats." Ph.D. thesis, Dept. of Civil Engineering, Univ. of Wisconsin-Madison, Madison, Wis.
    • (1978)
    • Dhowian, A.W.1
  • 20
    • 0019526688 scopus 로고
    • "At-rest lateral pressure of peat soils"
    • AJGEB60093-6405
    • Edil, T. B., and Dhowian, A. W. (1981). "At-rest lateral pressure of peat soils." J. Geotech. Engrg. Div.AJGEB60093-6405, 107(2), 201-217.
    • (1981) J. Geotech. Engrg. Div. , vol.107 , Issue.2 , pp. 201-217
    • Edil, T.B.1    Dhowian, A.W.2
  • 23
    • 0019802320 scopus 로고
    • "Undrained settlement of plastic and organic clays"
    • AJGEB60093-6405
    • Foott, R., and Ladd, C. C. (1981). "Undrained settlement of plastic and organic clays." J. Geotech. Engrg. Div.AJGEB60093-6405, 107(8), 1079-1094.
    • (1981) J. Geotech. Engrg. Div. , vol.107 , Issue.8 , pp. 9-1094
    • Foott, R.1    Ladd, C.C.2
  • 25
    • 0342807497 scopus 로고
    • "An investigation of some physical properties of peat"
    • GTNQA80016-8505
    • Hanrahan, E. T. (1954). "An investigation of some physical properties of peat." GeotechniqueGTNQA80016-8505, 4(3), 108-123.
    • (1954) Geotechnique , vol.4 , Issue.3 , pp. 108-123
    • Hanrahan, E.T.1
  • 26
    • 0013624030 scopus 로고
    • "A road failure on peat"
    • GTNQA80016-8505
    • Hanrahan, E. T. (1964). "A road failure on peat." GeotechniqueGTNQA80016-8505, 14(3), 185-202.
    • (1964) Geotechnique , vol.14 , Issue.3 , pp. 185-202
    • Hanrahan, E.T.1
  • 27
    • 0019632243 scopus 로고
    • "Road on peat: Observations and design"
    • AJGEB60093-6405
    • Hanrahan, E. T., and Rogers, M. G. (1981). "Road on peat: Observations and design." J. Geotech. Engrg. Div.AJGEB60093-6405, 107(10), 1403-1415.
    • (1981) J. Geotech. Engrg. Div. , vol.107 , Issue.10 , pp. 1403-1415
    • Hanrahan, E.T.1    Rogers, M.G.2
  • 28
    • 34347354757 scopus 로고
    • "Full-scale investigations of the effect of vertical drains on the consolidation of a peat deposit overlying clay"
    • Hansbo, S. (1982). "Full-scale investigations of the effect of vertical drains on the consolidation of a peat deposit overlying clay." Can. Geotech. 35th Conf., 166-176.
    • (1982) Can. Geotech. 35th Conf. , pp. 166-176
    • Hansbo, S.1
  • 29
    • 34347345444 scopus 로고
    • "Design, construction and performance of dykes founded on peat"
    • Québec, Canada
    • Hardy, R. M. (1968). "Design, construction and performance of dykes founded on peat." Proc., 3rd Int. Peat Congress, Québec, Canada, 39-44.
    • (1968) Proc., 3rd Int. Peat Congress , pp. 39-44
    • Hardy, R.M.1
  • 31
    • 33747353993 scopus 로고
    • "Vane tests and tension tests on fibrous peat"
    • Oslo, Norway
    • Heleneland, K. V. (1969). "Vane tests and tension tests on fibrous peat." Proc., Geotechnical Conf., Oslo, Norway, 1, 199-203.
    • (1969) Proc., Geotechnical Conf. , vol.1 , pp. 199-203
    • Heleneland, K.V.1
  • 32
    • 34347331695 scopus 로고
    • "The compressibility of peat with reference to major highway construction"
    • NRC, Ottawa, ACSSM Technical Memorandum
    • Hillis, S. F., and Brawner, C. O. (1961). "The compressibility of peat with reference to major highway construction." Proc., 7th Muskeg Research Conf., NRC, Ottawa, ACSSM Technical Memorandum 71, 204-226.
    • (1961) Proc., 7th Muskeg Research Conf. , vol.71 , pp. 204-226
    • Hillis, S.F.1    Brawner, C.O.2
  • 33
    • 0022908272 scopus 로고
    • "Mire morphology and the properties and behaviour of some British and foreign peats"
    • QJEGA70481-2085
    • Hobbs, N. B. (1986). "Mire morphology and the properties and behaviour of some British and foreign peats." Q. J. Eng. Geol.QJEGA70481-2085, 19(1), 7-80.
    • (1986) Q. J. Eng. Geol. , vol.19 , Issue.1 , pp. 7-80
    • Hobbs, N.B.1
  • 34
    • 0023406917 scopus 로고
    • "A note on the classification of peat"
    • GTNQA80016-8505
    • Hobbs, N. B. (1987). "A note on the classification of peat." GeotechniqueGTNQA80016-8505, 37(3), 405-407.
    • (1987) Geotechnique , vol.37 , Issue.3 , pp. 405-407
    • Hobbs, N.B.1
  • 35
    • 0003107804 scopus 로고
    • "Mires: Swamp, bog, fen, and moor"
    • A. J. P. Gore, ed., Elsevier Science, 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, Amsterdam, The Netherlands, 67-150.
    • (1983) Ecosystems of the World , pp. 67-150
    • Ingram, H.A.P.1
  • 36
    • 0016477434 scopus 로고
    • "Undrained deformation and liquefaction of sand under cyclic stresses"
    • SOIFBE0038-0806
    • Ishihara, K., Tatsouka, F., and Yasuda, S. (1975). "Undrained deformation and liquefaction of sand under cyclic stresses." Soils Found.SOIFBE0038-0806, 15(1), 29-44.
    • (1975) Soils Found , vol.15 , Issue.1 , pp. 29-44
    • Ishihara, K.1    Tatsouka, F.2    Yasuda, S.3
  • 37
    • 34347339964 scopus 로고
    • "Ground treatment by surcharging on deposits of soft clays and peat"
    • I.C.E., Glasgow, Scotland, Telford, London
    • Jones, D. B., Beasley, D. H., and Pollock, D. J. (1986). "Ground treatment by surcharging on deposits of soft clays and peat." Proc., Conf. on Building on Marginal and Derelict Land, I.C.E., Glasgow, Scotland, Telford, London, 679-695.
    • (1986) Proc., Conf. on Building on Marginal and Derelict Land , pp. 679-695
    • Jones, D.B.1    Beasley, D.H.2    Pollock, D.J.3
  • 38
    • 3743125067 scopus 로고
    • "Secondary settlement of 4 Danish road embankments on soft soils"
    • Balkema, Rotterdam, The Netherlands
    • Jorgenson, M. B. (1987). "Secondary settlement of 4 Danish road embankments on soft soils." Proc., 9th. European Conf. on Soil Mechanics and Foundation Engineering, Vol. 2, Balkema, Rotterdam, The Netherlands, 560-577.
    • (1987) Proc., 9th. European Conf. on Soil Mechanics and Foundation Engineering , vol.2 , pp. 560-577
    • Jorgenson, M.B.1
  • 39
    • 3743070340 scopus 로고
    • "Construction on marshland deposits: Treatment and results"
    • Highway Research Board, Washington, D.C
    • Kapp, M. S., York, D. L., Aronowitz, A., and Sitomer, H. (1966). "Construction on marshland deposits: Treatment and results." Highway Research Record. 133, Highway Research Board, Washington, D.C., 1-22.
    • (1966) Highway Research Record. 133 , pp. 1-22
    • Kapp, M.S.1    York, D.L.2    Aronowitz, A.3    Sitomer, H.4
  • 40
    • 3743144903 scopus 로고
    • "Embankment construction on peat utilizing hydraulic fill"
    • NRC, Ottawa
    • Keene, P., and Zawodniak, C. D. (1968). "Embankment construction on peat utilizing hydraulic fill." Proc., Advances in Peatlands Engineering, NRC, Ottawa, 45-50.
    • (1968) Proc., Advances in Peatlands Engineering , pp. 45-50
    • Keene, P.1    Zawodniak, C.D.2
  • 41
    • 0017554688 scopus 로고
    • "Statistical forecasting of compressibility of peaty ground"
    • CGJOAH0008-3674
    • Kogure, K., and Ohira, Y. (1977). "Statistical forecasting of compressibility of peaty ground." Can. Geotech. J.CGJOAH0008-3674, 14(4), 562-570.
    • (1977) Can. Geotech. J. , vol.14 , Issue.4 , pp. 562-570
    • Kogure, K.1    Ohira, Y.2
  • 42
    • 34347342143 scopus 로고
    • "Permeability anisotropy of fibrous peat in a permeameter"
    • Institution of Engineers, Sydney, Australia
    • Kogure, K., Ohira, Y., and Yamaguchi, H. (1988). "Permeability anisotropy of fibrous peat in a permeameter." Proc., 5th Australia-New Zealand Conf. on Geomechanics, Institution of Engineers, Sydney, Australia, 150-154.
    • (1988) Proc., 5th Australia-New Zealand Conf. on Geomechanics , pp. 150-154
    • Kogure, K.1    Ohira, Y.2    Yamaguchi, H.3
  • 43
    • 0006960246 scopus 로고
    • "Physical and engineering properties of a peat ground"
    • National Research Council of Canada, Ottawa
    • Kogure, K., Yamaguchi, H., Ohira, Y., and Ishioroshi, H. (1986). "Physical and engineering properties of a peat ground." Proc., Advances in Peatland Engineering, National Research Council of Canada, Ottawa, 95-100.
    • (1986) Proc., Advances in Peatland Engineering , pp. 95-100
    • Kogure, K.1    Yamaguchi, H.2    Ohira, Y.3    Ishioroshi, H.4
  • 44
    • 34347339963 scopus 로고
    • "Pore-pressure and settlement measurements during small-scale and laboratory experiment to determine the effectiveness of vertical sand drains in peat"
    • British National Society of Int. Society of Soil Mechanics and Foundation Engineering, London
    • Lake, J. R. (1960). "Pore-pressure and settlement measurements during small-scale and laboratory experiment to determine the effectiveness of vertical sand drains in peat." Proc., Conf. on Pore Pressure and Suction in Soils, British National Society of Int. Society of Soil Mechanics and Foundation Engineering, London, 103-107.
    • (1960) Proc., Conf. on Pore Pressure and Suction in Soils , pp. 103-107
    • Lake, J.R.1
  • 45
    • 0019229785 scopus 로고
    • "Vane testing in peat"
    • CGJOAH0008-3674
    • Landva, A. O. (1980). "Vane testing in peat." Can. Geotech. J.CGJOAH0008-3674, 17(1), 1-19.
    • (1980) Can. Geotech. J. , vol.17 , Issue.1 , pp. 1-19
    • Landva, A.O.1
  • 47
    • 0021001163 scopus 로고
    • "Compressibility and shear characteristics of Radforth peats"
    • ASTM, West Conshohocken, Pa
    • Landva, A. O., and La Rochelle, P. (1983). "Compressibility and shear characteristics of Radforth peats." Testing of peat and organic soils, STP 820, ASTM, West Conshohocken, Pa., 157-191.
    • (1983) Testing of Peat and Organic Soils, STP 820 , pp. 157-191
    • Landva, A.O.1    La Rochelle, P.2
  • 48
    • 0019229326 scopus 로고
    • "Peat fabric and structure"
    • CGJOAH0008-3674
    • Landva, A. O., and Pheeney, P. E. (1980). "Peat fabric and structure." Can. Geotech. J.CGJOAH0008-3674, 17(3), 416-435.
    • (1980) Can. Geotech. J. , vol.17 , Issue.3 , pp. 416-435
    • Landva, A.O.1    Pheeney, P.E.2
  • 50
    • 34347362052 scopus 로고
    • "Foundation and pavement design for highways on peat"
    • Canadian Good Roads Association, Ottawa
    • Lea, N., and Brawner, C. O. (1959). "Foundation and pavement design for highways on peat." Proc., 40th Convention, Canadian Good Roads Association, Ottawa, 406-424.
    • (1959) Proc., 40th Convention , pp. 406-424
    • Lea, N.1    Brawner, C.O.2
  • 51
    • 3242849247 scopus 로고
    • "Highway design and construction over peat deposits in the lower British Colombia"
    • HIRRAX0073-2206
    • Lea, N., and Brawner, C. O. (1963). "Highway design and construction over peat deposits in the lower British Colombia." Highw. Res. Rec.HIRRAX0073-2206, 7, 1-32.
    • (1963) Highw. Res. Rec. , vol.7 , pp. 1-32
    • Lea, N.1    Brawner, C.O.2
  • 52
    • 0021422349 scopus 로고
    • "Laboratory testing and in situ behavior of peat as embankment foundation"
    • CGJOAH0008-3674
    • Lefebvre, G., Langlois, P., Lupien, C., and Lavallé, J. G. (1984). "Laboratory testing and in situ behavior of peat as embankment foundation." Can. Geotech. J.CGJOAH0008-3674, 21(2), 101-108.
    • (1984) Can. Geotech. J. , vol.21 , Issue.2 , pp. 101-108
    • Lefebvre, G.1    Langlois, P.2    Lupien, C.3    Lavallé, J.G.4
  • 53
    • 0018431335 scopus 로고
    • "A new method of sampling in sensitive clay"
    • CGJOAH0008-3674
    • Lefebvre, G., and Poulin, C. (1979). "A new method of sampling in sensitive clay." Can. Geotech. J.CGJOAH0008-3674, 16(1), 226-233.
    • (1979) Can. Geotech. J. , vol.16 , Issue.1 , pp. 226-233
    • Lefebvre, G.1    Poulin, C.2
  • 54
    • 0027928573 scopus 로고
    • "Compressibility of clays: Fundamental and practical aspects"
    • A. T. Yeung and G. Y. Félio, eds., ASCE, New York
    • Leroueil, S. (1994). "Compressibility of clays: Fundamental and practical aspects." Vertical and horizontal deformation of foundations and embankments, A. T. Yeung and G. Y. Félio, eds., ASCE, New York, 57-76.
    • (1994) Vertical and Horizontal Deformation of Foundations and Embankments , pp. 57-76
    • Leroueil, S.1
  • 55
    • 85025053464 scopus 로고
    • "The computation of permeability from simple soil tests"
    • GTNQA80016-8505
    • Louden, A. G. (1952). "The computation of permeability from simple soil tests." GeotechniqueGTNQA80016-8505, 3(4), 165-183.
    • (1952) Geotechnique , vol.3 , Issue.4 , pp. 165-183
    • Louden, A.G.1
  • 56
    • 34347347556 scopus 로고
    • "Observations during construction of till embankments on peat foundation"
    • S. Prakash, ed., Univ. of Missouri-Rolla, Rolla, Mo
    • Lupien, C., Lefebvre, G., Rosenberg, P., and Lavallé, J. G. (1984). "Observations during construction of till embankments on peat foundation." Int. Conf. on Case Histories in Geotech. Eng., S. Prakash, ed., Univ. of Missouri-Rolla, Rolla, Mo., (2), 1-12.
    • (1984) Int. Conf. on Case Histories in Geotech. Eng. , Issue.2 , pp. 1-12
    • Lupien, C.1    Lefebvre, G.2    Rosenberg, P.3    Lavallé, J.G.4
  • 57
    • 0006168713 scopus 로고
    • "Engineering characteristics of peat"
    • I. C. McFarlane, ed., Univ. of Toronto Press, Canada
    • MacFarlane, I. C. (1969). "Engineering characteristics of peat." Muskeg engineering handbook, I. C. McFarlane, ed., Univ. of Toronto Press, Canada, 78-126.
    • (1969) Muskeg Engineering Handbook , pp. 78-126
    • MacFarlane, I.C.1
  • 59
  • 60
    • 34347326611 scopus 로고
    • "Coefficient of secondary consolidation of peats"
    • SOIFBE0038-0806 (in Japanese)
    • Matsuo, K., Yamaguchi, H., and Ohira, Y. (1986). "Coefficient of secondary consolidation of peats." Soils Found.SOIFBE0038-0806, 26(1), 139-150 (in Japanese).
    • (1986) Soils Found. , vol.26 , Issue.1 , pp. 139-150
    • Matsuo, K.1    Yamaguchi, H.2    Ohira, Y.3
  • 61
    • 0013127497 scopus 로고
    • "Discussion of 'Postconstruction settlement of an expressway built on peat by precompression'"
    • CGJOAH0008-3674
    • Mesri, G. (1986). "Discussion of 'Postconstruction settlement of an expressway built on peat by precompression.'" Can. Geotech. J.CGJOAH0008-3674, 23(3), 403-407.
    • (1986) Can. Geotech. J. , vol.23 , Issue.3 , pp. 403-407
    • Mesri, G.1
  • 62
    • 0013083904 scopus 로고
    • "Fourth law of soil mechanics: A law of compressibility"
    • M. J. Mendoza and L. Montañez, eds., Sociedad Mexicana de Mecánica de Suelos, Coyoacán, Mexico
    • Mesri, G. (1987). "Fourth law of soil mechanics: A law of compressibility." Proc., Int. Symp. on Geotechnical Engineering of Soft Soils, Vol. 2, M. J. Mendoza and L. Montañez, eds., Sociedad Mexicana de Mecánica de Suelos, Coyoacán, Mexico, 179-187.
    • (1987) Proc., Int. Symp. on Geotechnical Engineering of Soft Soils , vol.2 , pp. 179-187
    • Mesri, G.1
  • 63
    • 0037268459 scopus 로고    scopus 로고
    • "Primary compression and secondary compression"
    • J. T. Germaine, T. C. Sheehan, and R. V. Whitman, eds., ASCE, Reston, Va
    • Mesri, G. (2003). "Primary compression and secondary compression." Soil behavior and soft ground construction, J. T. Germaine, T. C. Sheehan, and R. V. Whitman, eds., ASCE, Reston, Va., 122-166.
    • (2003) Soil Behavior and Soft Ground Construction , pp. 122-166
    • Mesri, G.1
  • 65
    • 0023305801 scopus 로고
    • c concept and Ko during secondary compression"
    • JGENDZ0733-9410
    • c concept and Ko during secondary compression." J. Geotech. Engrg.JGENDZ0733-9410, 113(3), 230-247.
    • (1987) J. Geotech. Engrg. , vol.113 , Issue.3 , pp. 230-247
    • Mesri, G.1    Castro, A.2
  • 67
    • 0013173425 scopus 로고
    • "Discussion of 'Strain rate behavior of Saint Jean-Vianney clay'"
    • CGJOAH0008-3674
    • Mesri, G., and Choi, Y. K. (1979). "Discussion of 'Strain rate behavior of Saint Jean-Vianney clay.'" Can. Geotech. J.CGJOAH0008-3674, 16(4), 831-834.
    • (1979) Can. Geotech. J. , vol.16 , Issue.4 , pp. 831-834
    • Mesri, G.1    Choi, Y.K.2
  • 68
    • 0022248737 scopus 로고
    • "The uniqueness of the end-of-primary (EOP) void ratio-effective stress relationship"
    • Balkema, Rotterdam, The Netherlands
    • Mesri, G., and Choi, Y. K. (1985). "The uniqueness of the end-of-primary (EOP) void ratio-effective stress relationship." Proc., 11th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 2, Balkema, Rotterdam, The Netherlands, 587-590.
    • (1985) Proc., 11th Int. Conf. on Soil Mechanics and Foundation Engineering , vol.2 , pp. 587-590
    • Mesri, G.1    Choi, Y.K.2
  • 70
    • 33749303345 scopus 로고
    • "Constant rate of strain consolidation testing of clays"
    • Mesri, G., and Feng, T. W. (1992). "Constant rate of strain consolidation testing of clays." Proc., Marsal Volume, 49-59.
    • (1992) Proc., Marsal Volume , pp. 49-59
    • Mesri, G.1    Feng, T.W.2
  • 73
    • 0017494335 scopus 로고
    • "Time- and stress-compressibility interrelationship"
    • AJGEB60093-6405
    • Mesri, G., and Godlewski, P. M. (1977). "Time- and stress-compressibility interrelationship." J. Geotech. Engrg. Div.AJGEB60093-6405, 103(5), 417-430.
    • (1977) J. Geotech. Engrg. Div. , vol.103 , Issue.5 , pp. 417-430
    • Mesri, G.1    Godlewski, P.M.2
  • 74
    • 0013083157 scopus 로고
    • " Closure to 'Time- and stress-compressibility interrelationship'"
    • AJGEB60093-6405
    • Mesri, G., and Godlewski, P. M. (1979). " Closure to 'Time- and stress-compressibility interrelationship.'" J. Geotech. Engrg. Div.AJGEB60093-6405, 105(1), 106-113.
    • (1979) J. Geotech. Engrg. Div. , vol.105 , Issue.1 , pp. 106-113
    • Mesri, G.1    Godlewski, P.M.2
  • 75
    • 0027789266 scopus 로고
    • "The coefficient of earth pressure at rest"
    • CGJOAH0008-3674
    • Mesri, G., and Hayat, T. M. (1993). "The coefficient of earth pressure at rest." Can. Geotech. J.CGJOAH0008-3674, 30(4), 647-666.
    • (1993) Can. Geotech. J. , vol.30 , Issue.4 , pp. 647-666
    • Mesri, G.1    Hayat, T.M.2
  • 78
    • 85024183108 scopus 로고
    • "Consolidation characteristics of montmorillonite"
    • GTNQA80016-8505
    • Mesri, G., and Olson, R. E. (1971a). "Consolidation characteristics of montmorillonite." GeotechniqueGTNQA80016-8505, 21(4), 341-353.
    • (1971) Geotechnique , vol.21 , Issue.4 , pp. 341-353
    • Mesri, G.1    Olson, R.E.2
  • 79
    • 0001473666 scopus 로고
    • "Mechanisms controlling the permeability of clays"
    • CLCMAB0009-860410.1346/CCMN.1971.0190303
    • Mesri, G., and Olson, R. E. (1971b). "Mechanisms controlling the permeability of clays." Clays Clay Miner.CLCMAB0009-860410.1346/ CCMN.1971.0190303, 19(3), 151-158.
    • (1971) Clays Clay Miner. , vol.19 , Issue.3 , pp. 151-158
    • Mesri, G.1    Olson, R.E.2
  • 80
    • 0016091337 scopus 로고
    • "Theory of consolidation for clays"
    • AJGEB60093-6405
    • Mesri, G., and Rokhsar, A. (1974). "Theory of consolidation for clays." J. Geotech. Engrg. Div.AJGEB60093-6405, 100(8), 889-904.
    • (1974) J. Geotech. Engrg. Div. , vol.100 , Issue.8 , pp. 889-904
    • Mesri, G.1    Rokhsar, A.2
  • 81
    • 0016557634 scopus 로고
    • "Composition and compressibility of typical samples of Mexico City clay"
    • GTNQA80016-8505
    • Mesri, G., Rokhsar, A., and Bohor, B. F. (1975). "Composition and compressibility of typical samples of Mexico City clay." GeotechniqueGTNQA80016-8505, 25(3), 527-554.
    • (1975) Geotechnique , vol.25 , Issue.3 , pp. 527-554
    • Mesri, G.1    Rokhsar, A.2    Bohor, B.F.3
  • 82
    • 0013083907 scopus 로고
    • "Long-term consolidation characteristics of diluvial clay in Osaka Bay"
    • SOIFBE0038-0806
    • Mesri, G., and Shahien, M. (1993). "Long-term consolidation characteristics of diluvial clay in Osaka Bay." Soils Found.SOIFBE0038-0806, 33(1), 213-215.
    • (1993) Soils Found. , vol.33 , Issue.1 , pp. 213-215
    • Mesri, G.1    Shahien, M.2
  • 83
    • 0031148912 scopus 로고    scopus 로고
    • "Secondary compression of peat with or without surcharging"
    • JGGEFK1090-024110.1061/(ASCE)1090-0241(1997)123:5(411)
    • Mesri, G., Stark, T. D., Ajlouni, M. A., and Chen, C. S. (1997). "Secondary compression of peat with or without surcharging." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/ (ASCE)1090-0241(1997)123:5(411), 123(5), 411-421.
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.5 , pp. 411-421
    • Mesri, G.1    Stark, T.D.2    Ajlouni, M.A.3    Chen, C.S.4
  • 84
    • 0018007133 scopus 로고
    • "The rate of swelling of overconsolidated clays subjected to unloading"
    • GTNQA80016-8505
    • Mesri, G., Ullrich, C. R., and Choi, Y. K. (1978). "The rate of swelling of overconsolidated clays subjected to unloading." GeotechniqueGTNQA80016-8505, 28(3), 281-307.
    • (1978) Geotechnique , vol.28 , Issue.3 , pp. 1-307
    • Mesri, G.1    Ullrich, C.R.2    Choi, Y.K.3
  • 85
    • 5144223407 scopus 로고
    • "Some aspects of road construction on peaty or marshy areas in Hokkaido, with particular reference to filling methods"
    • Civil Engineering Research Institute, Hokkaido Development Bureau, Sapporo, Japan
    • Miyakawa, I. (1960). "Some aspects of road construction on peaty or marshy areas in Hokkaido, with particular reference to filling methods." Civil Engineering Research Institute, Hokkaido Development Bureau, Sapporo, Japan, 54.
    • (1960) , pp. 54
    • Miyakawa, I.1
  • 86
    • 0024856631 scopus 로고
    • "The ecology of peat-forming processes"
    • IJCGDE0166-5162
    • Moore, P. D. (1989). "The ecology of peat-forming processes." Int. J. Coal Geol.IJCGDE0166-5162, 12(1-4), 89-103.
    • (1989) Int. J. Coal Geol. , vol.12 , Issue.1-4 , pp. 89-103
    • Moore, P.D.1
  • 88
    • 77649123736 scopus 로고
    • "Study of deep soil stabilization by vertical sand drains"
    • Bureau of Yards and Docks, Dept. of the Navy, Washington, D.C
    • Moran, D. E., (1958). "Study of deep soil stabilization by vertical sand drains." OTS Rep., PB151692, Publication No. 88812, Bureau of Yards and Docks, Dept. of the Navy, Washington, D.C., 429.
    • (1958) OTS Rep., PB151692, Publication No. 88812 , pp. 429
    • Moran, D.E.1
  • 89
    • 34347362049 scopus 로고
    • "Changes in pore size distributions of fibrous peat under various one-dimensional consolidation conditions"
    • Nakayama, M., Yamaguchi, H., and Kogura, K. (1990). "Changes in pore size distributions of fibrous peat under various one-dimensional consolidation conditions." Memoirs of the Defense Academy, 30(1), 1-27.
    • (1990) Memoirs of the Defense Academy , vol.30 , Issue.1 , pp. 1-27
    • Nakayama, M.1    Yamaguchi, H.2    Kogura, K.3
  • 92
    • 34347365609 scopus 로고
    • "Some engineering researches on the experiments of physical properties of the peat and on the sounding explorations of the peaty area in Hokkaido, Japan"
    • Ohira, Y. (1962). "Some engineering researches on the experiments of physical properties of the peat and on the sounding explorations of the peaty area in Hokkaido, Japan." Memoirs of the Defense Academy, 2(2), 253-282.
    • (1962) Memoirs of the Defense Academy , vol.2 , Issue.2 , pp. 253-282
    • Ohira, Y.1
  • 94
    • 34347359027 scopus 로고
    • "Shear strength characteristics and structure of organic soils"
    • NRC, Ottawa, Canada
    • Ozden, Z. S., and Wilson, N. E. (1970). "Shear strength characteristics and structure of organic soils." Proc., 13th Muskeg Research Conf., NRC, Ottawa, Canada, 8-26.
    • (1970) Proc., 13th Muskeg Research Conf. , pp. 8-26
    • Ozden, Z.S.1    Wilson, N.E.2
  • 96
    • 33947722176 scopus 로고
    • "Muskeg as an engineering problem"
    • I. C. MacFarlane, ed., Univ. of Toronto Press, Toronto
    • Radforth, N. W. (1969a). "Muskeg as an engineering problem." Muskeg engineering handbook, I. C. MacFarlane, ed., Univ. of Toronto Press, Toronto, 3-30.
    • (1969) Muskeg Engineering Handbook , pp. 3-30
    • Radforth, N.W.1
  • 97
    • 34347336945 scopus 로고
    • "Preliminary engineering investigations"
    • I. C. MacFarlane, ed., Univ. of Toronto Press, Toronto
    • Radforth, N. W. (1969b). "Preliminary engineering investigations." Muskeg engineering handbook, I. C. MacFarlane, ed., Univ. of Toronto Press, Toronto, 127-149.
    • (1969) Muskeg Engineering Handbook , pp. 127-149
    • Radforth, N.W.1
  • 98
    • 0022267669 scopus 로고
    • "Postconstruction settlement of an expressway built on peat by precompression"
    • CGJOAH0008-3674
    • Samson, L. (1985). "Postconstruction settlement of an expressway built on peat by precompression." Can. Geotech. J.CGJOAH0008-3674, 22(3), 308-312.
    • (1985) Can. Geotech. J. , vol.22 , Issue.3 , pp. 308-312
    • Samson, L.1
  • 99
    • 0013127502 scopus 로고
    • "Design and performance of an expressway constructed over peat by preloading"
    • CGJOAH0008-3674
    • Samson, L., and La Rochelle, P. (1972). "Design and performance of an expressway constructed over peat by preloading." Can. Geotech. J.CGJOAH0008-3674, 9, 447-466.
    • (1972) Can. Geotech. J. , vol.9 , pp. 447-466
    • Samson, L.1    La Rochelle, P.2
  • 101
    • 0021897943 scopus 로고
    • "Effectiveness and applicability of the methods of foundation improvement for embankments over deposits"
    • Balkema, Rotterdam, The Netherlands
    • Sasaki, H. (1982). "Effectiveness and applicability of the methods of foundation improvement for embankments over deposits." Symp. on Recent Developments in Ground Improvement Techniques, Balkema, Rotterdam, The Netherlands, 543-561.
    • (1982) Symp. on Recent Developments in Ground Improvement Techniques , pp. 543-561
    • Sasaki, H.1
  • 104
    • 84915147975 scopus 로고
    • "The occurrence and uses of peat in the United States"
    • Soper, E. K., and Osbon, C. C. (1922). "The occurrence and uses of peat in the United States." U.S.G.S. bulletin no. 728, 1-207.
    • (1922) U.S.G.S. Bulletin No. 728 , pp. 1-207
    • Soper, E.K.1    Osbon, C.C.2
  • 105
    • 34347333927 scopus 로고
    • "A terminology of virgin peat and peatlands"
    • Bemidji State University, Bemidji, Minn
    • Stanek, W., and Worley, I. A. (1983). "A terminology of virgin peat and peatlands." Proc., Int. Symp. on Peat Utilization, Bemidji State University, Bemidji, Minn., 75-104.
    • (1983) Proc., Int. Symp. on Peat Utilization , pp. 75-104
    • Stanek, W.1    Worley, I.A.2
  • 106
    • 0020969861 scopus 로고
    • "The permeability of natural soft clays. II: Permeability characteristics"
    • CGJOAH0008-3674
    • Tavenas, F., Jean, P., Leblond, P., and Leroueil, S. (1983). "The permeability of natural soft clays. II: Permeability characteristics." Can. Geotech. J.CGJOAH0008-3674, 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
  • 108
    • 0001786659 scopus 로고
    • "Die berechnung der durchlassigkeitsziffer des tones aus dem verlauf der hydrodynamischen spannungsercheinungen II"
    • Mathematishaftliche Klasse, Vienna, Austria
    • Terzaghi, K. (1923). "Die berechnung der durchlassigkeitsziffer des tones aus dem verlauf der hydrodynamischen spannungsercheinungen II." Sitz Akademie der Wissenschaften, Mathematishaftliche Klasse, Vienna, Austria, 132, 125-138.
    • (1923) Sitz Akademie Der Wissenschaften , vol.132 , pp. 125-138
    • Terzaghi, K.1
  • 109
    • 0013131358 scopus 로고
    • "The influence of elasticity and permeability on the swelling of two-phase system"
    • J. Alexander, ed., Chemical Catalog Co., New York
    • Terzaghi, K. (1931). "The influence of elasticity and permeability on the swelling of two-phase system." Colloid Chemistry, 3, J. Alexander, ed., Chemical Catalog Co., New York, 65-88.
    • (1931) Colloid Chemistry , vol.3 , pp. 65-88
    • Terzaghi, K.1
  • 111
    • 34347349513 scopus 로고
    • "Some aspects of muskeg as it affects the Northwest highway system"
    • National Research Council of Canada, Ottawa
    • Thomson, S. (1957). "Some aspects of muskeg as it affects the Northwest highway system." Proc., 3rd Muskeg Research Conf., NRC, ACSSM Technical Memorandum 47, National Research Council of Canada, Ottawa, 42-49.
    • (1957) Proc., 3rd Muskeg Research Conf., NRC, ACSSM Technical Memorandum , vol.47 , pp. 42-49
    • Thomson, S.1
  • 112
    • 34347347555 scopus 로고
    • "A review of existing method of road construction over peat"
    • DSIR, RRL, London
    • Tressider, J. O. (1958). "A review of existing method of road construction over peat." Tech. Paper No. 40, DSIR, RRL, London.
    • (1958) Tech. Paper No. 40
    • Tressider, J.O.1
  • 114
    • 0342582439 scopus 로고
    • "Shear strength and dilatancy of peat"
    • (in Japanese)
    • Tsushima, M., and Oikawa, H. (1982). "Shear strength and dilatancy of peat." J. Soil Mech. Found. Eng., 22(2), 133-141 (in Japanese).
    • (1982) J. Soil Mech. Found. Eng. , vol.22 , Issue.2 , pp. 133-141
    • Tsushima, M.1    Oikawa, H.2
  • 115
    • 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." Proc., Int. J. Coal Geology, 25(1), 1-25.
    • (1994) Proc., Int. J. Coal Geology , vol.25 , Issue.1 , pp. 1-25
    • Van der Heijden, E.1    Bouman, F.2    Boon, J.J.3
  • 116
    • 0021006340 scopus 로고
    • "Test method for determining the potential for decomposition in organic soils"
    • ASTM, West Conshohocken, Pa
    • Wardwell, R. E., Charlie, W. A., and Doxtader, K. A. (1983). "Test method for determining the potential for decomposition in organic soils." Testing of peats and organic soils, STP 820, ASTM, West Conshohocken, Pa., 218-229.
    • (1983) Testing of Peats and Organic Soils, STP 820 , pp. 218-229
    • Wardwell, R.E.1    Charlie, W.A.2    Doxtader, K.A.3
  • 117
    • 0002821965 scopus 로고
    • "Performance of embankments constructed over peat"
    • JSFEAQ0044-7994
    • Weber, W. G. (1969). "Performance of embankments constructed over peat." J. Soil Mech. and Found. Div.JSFEAQ0044-7994, 95(1), 53-76.
    • (1969) J. Soil Mech. and Found. Div. , vol.95 , Issue.1 , pp. 53-76
    • Weber, W.G.1
  • 118
    • 34347327527 scopus 로고
    • "Influence of strain rate on undrained triaxial properties of undisturbed peat"
    • M. J. Mendoza and L. Montañez, eds., Sociedad Mexicana de Mecánica de Suelos, Coyoacán, Mexico
    • Yamaguchi, H. (1987). "Influence of strain rate on undrained triaxial properties of undisturbed peat." Proc., Int. Symp. on Geotechnical Engineering of Soft Soils, M. J. Mendoza and L. Montañez, eds., Sociedad Mexicana de Mecánica de Suelos, Coyoacán, Mexico, 1, 171-178.
    • (1987) Proc., Int. Symp. on Geotechnical Engineering of Soft Soils , vol.1 , pp. 171-178
    • Yamaguchi, H.1
  • 119
    • 34347339962 scopus 로고
    • "Physico-chemical and mechanical properties of peats and peaty ground"
    • Balkema, Amsterdam, The Netherlands
    • Yamaguchi, H. (1990). "Physico-chemical and mechanical properties of peats and peaty ground." Proc., 6th. Int. Congress Int. Assoc. Engineering Geology, Balkema, Amsterdam, The Netherlands, 521-526.
    • (1990) Proc., 6th. Int. Congress Int. Assoc. Engineering Geology , pp. 521-526
    • Yamaguchi, H.1
  • 120
    • 34347352557 scopus 로고
    • "Changes in pore size distributions due to consolidation stress histories and dilatancy of peat"
    • Balkema, Rotterdam, The Netherlands
    • Yamaguchi, H. (1994). "Changes in pore size distributions due to consolidation stress histories and dilatancy of peat." Advances in understanding and modelling the mechanical behavior of peat, Balkema, Rotterdam, The Netherlands, 275-288.
    • (1994) Advances in Understanding and Modelling the Mechanical Behavior of Peat , pp. 275-288
    • Yamaguchi, H.1
  • 121
    • 34347352559 scopus 로고
    • "Changes in pore size distribution of peat due to volume changes"
    • Yamaguchi, H., and Hashizume, Y. (1991). "Changes in pore size distribution of peat due to volume changes." Memoirs of the National Defense Academy, 31(1), 27-52.
    • (1991) Memoirs of the National Defense Academy , vol.31 , Issue.1 , pp. 27-52
    • Yamaguchi, H.1    Hashizume, Y.2
  • 122
    • 0026960701 scopus 로고
    • "Change in pore size distribution of peat in shear process"
    • SOIFBE0038-0806
    • Yamaguchi, H., Hashizume, Y., and Ikenaga, H. (1992). "Change in pore size distribution of peat in shear process." Soils Found.SOIFBE0038-0806, 32(4), 1-16.
    • (1992) Soils Found. , vol.32 , Issue.4 , pp. 1-16
    • Yamaguchi, H.1    Hashizume, Y.2    Ikenaga, H.3
  • 124
    • 0022082770 scopus 로고
    • "Volume change characteristics of undisturbed fibrous peat"
    • SOIFBE0038-0806
    • Yamaguchi, H., Ohira, Y., and Kogure, K. (1985b). "Volume change characteristics of undisturbed fibrous peat." Soils Found.SOIFBE0038-0806, 25(2), 119-134.
    • (1985) Soils Found. , vol.25 , Issue.2 , pp. 119-134
    • Yamaguchi, H.1    Ohira, Y.2    Kogure, K.3
  • 125
    • 0022129999 scopus 로고
    • "Undrained shear characteristics of normally consolidated peat under triaxial compression and extension conditions"
    • Yamaguchi, H., Ohira, Y., Kogure, K., and Mori, S. (1985c). "Undrained shear characteristics of normally consolidated peat under triaxial compression and extension conditions." Japanese Society of Soil Mech., and Found. Eng., 25(3), 1-18.
    • (1985) Japanese Society of Soil Mech., and Found. Eng. , vol.25 , Issue.3 , pp. 1-18
    • Yamaguchi, H.1    Ohira, Y.2    Kogure, K.3    Mori, S.4
  • 127
    • 34347366708 scopus 로고
    • "Simple shear properties of peat"
    • M. J. Mendoza and L. Montañez, eds., Sociedad Mexicana de Mecánica de Suelos, Coyoacán, Mexico
    • Yamaguchi, H., Yamaguchi, K., and Kawano, K. (1987a). "Simple shear properties of peat." Proc., Int. Symp. on Geotechnical Engineering of Soft Soils, M. J. Mendoza and L. Montañez, eds., Sociedad Mexicana de Mecánica de Suelos, Coyoacán, Mexico, 1, 163-170.
    • (1987) Proc., Int. Symp. on Geotechnical Engineering of Soft Soils , vol.1 , pp. 163-170
    • Yamaguchi, H.1    Yamaguchi, K.2    Kawano, K.3


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