SECONDARY COMPRESSION OF PEAT WITH OR WITHOUT SURCHARGING

Citation
G. Mesri et al., SECONDARY COMPRESSION OF PEAT WITH OR WITHOUT SURCHARGING, Journal geotechnical and geoenvironmental engineering, 123(5), 1997, pp. 411-421
Citations number
41
Categorie Soggetti
Geosciences, Interdisciplinary","Engineering, Civil
Volume
123
Issue
5
Year of publication
1997
Pages
411 - 421
Database
ISI
SICI code
Abstract
Secondary compression is important in pl:at deposits because they exis t at high void ratios and exhibit high values of compression index C-c , display the: highest values of C-a/C-c among geotechnical materials, and primary consolidation is completed in weeks or months in typical field situations. Secondary compression of Middleton peat was investig ated by oedometer tests on undisturbed specimens. The observed seconda ry compression behavior of this fibrous peat, with or without surcharg ing, is in accordance with the C-a/C-c concept of compressibility. Nea r the preconsolidation pressure, the secondary compression index, C-a, increases significantly with time. In the compression range C-a decre ases only slightly with time, and for most practical purposes a consta nt C-a with time can be used to compute secondary settlement. Postsurc harge secondary compression index, C-a', always increases with time. T his is predicted by the C-a/C-c concept of compressibility. A secant p ostsurcharge secondary compression index, C-a'', is therefore introduc ed for a simple computation of secondary settlement.