TECHNICAL PAPERS
May 1, 1997

Secondary Compression of Peat with or without Surcharging

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 123, Issue 5

Abstract

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 therefore introduced for a simple computation of secondary settlement.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 123Issue 5May 1997
Pages: 411 - 421

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Published online: May 1, 1997
Published in print: May 1997

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Authors

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G. Mesri
Prof., Dept. of Civ. Engrg., Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.
T. D. Stark, Members, ASCE,
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL.
M. A. Ajlouni, Student Member, ASCE
Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL.
C. S. Chen
Prof. Engr., Sino Geotechnology, 50 Nanking East RD, Taipei, Taiwan, R.O.C.

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