Secondary compression of peat with or without surcharging

Secondary compression is important in peat deposits because they exist at high void ratios and exhibit high values of compression index Cc, display the highest values of Cα/Cc among geotechnical materials, and primary consolidation is completed in weeks or months in typical field situations. Secondary compression of Middleton peat was investigated by oedometer tests on undisturbed specimens. The observed secondary compression behavior of this fibrous peat, with or without surcharging, is in accordance with the Cα/Cc concept of compressibility. Near the preconsolidation pressure, the secondary compression index, Cα, increases significantly with time. In the compression range Cα decreases only slightly with time, and for most practical purposes a constant Cα with time can be used to compute secondary settlement. Postsurcharge secondary compression index, Cα′, always increases with time. This is predicted by the Cα/Cc concept of compressibility. A secant postsurcharge secondary compression index, Cα″, is the...

[1]  Tuncer B. Edil,et al.  Cα/Cc concept applied to compression of peat. Closure , 1994 .

[2]  L. Bjerrum ENGINEERING GEOLOGY OF NORWEGIAN NORMALLY-CONSOLIDATED MARINE CLAYS AS RELATED TO SETTLEMENTS OF BUILDINGS , 1967 .

[3]  Gholamreza Mesri,et al.  THE RATE OF SWELLING OF OVERCONSOLIDATED CLAYS SUBJECTED TO UNLOADING , 1978 .

[4]  Roy E. Olson,et al.  Mechanisms Controlling the Permeability of Clays , 1971 .

[5]  A. Gore Mires : swamp, bog, fen and moor-Ecosystems of the world. , 1983 .

[6]  T. Edil,et al.  Consolidation Behavior of Peats , 1980 .

[7]  Laval Samson,et al.  Design and Performance of an Expressway Constructed Over Peat by Preloading , 1972 .

[8]  Gholamreza Mesri,et al.  Cα/Cc Concept and K0 During Secondary Compression , 1987 .

[9]  Guy Lefebvre,et al.  Laboratory testing and in situ behaviour of peat as embankment foundation: Reply , 1984 .

[10]  Gholamreza Mesri,et al.  Postdensification Penetration Resistance of Clean Sands , 1990 .

[11]  E. J. den Haan,et al.  Vertical compression of soils , 1994 .

[12]  P. Fox,et al.  Cα/Cc Concept Applied to Compression of Peat , 1992 .

[13]  Jaap J. Boon,et al.  Anatomy of recent and peatified Calluna vulgaris stems: implications for coal maceral formation , 1994 .

[14]  Brian Vickers,et al.  Consolidation of Fibrous Peat , 1975 .

[15]  R. S. Clymo,et al.  The Ecology of Sphagnum , 1982 .

[16]  C. Brawner,et al.  Highway Design and Construction Over Peat Deposits in Lower British Columbia , 1963 .

[17]  Gholamreza Mesri,et al.  COEFFICIENT OF SECONDARY COMPRESSION , 1974 .

[18]  G. Leonards,et al.  Time Effects in the Consolidation of Clays , 1960 .