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Effect of fibre content on the geotechnical properties of peat Cover

Effect of fibre content on the geotechnical properties of peat

Open Access
|Mar 2023

Abstract

The purpose of the study was to determine the geotechnical properties of peat and relate them to the fibre content. Peat soil tested in this study was collected from the peatland in the north-eastern Poland, 250 km north-east of Warsaw. Peat samples were taken from eight different depths below the ground surface over an area of approximately 2500 m2. The research programme consisted of laboratory tests of the physical properties of peat and compressibility tests conducted in oedometers. Tests were performed in accordance with the current international and European standards using specialised research equipment. Based on the degree of decomposition, peat was divided into fibric (with more than 66% of fibres), hemic (fibre content from 33% to 66%) and sapric (less than 33% of plant fibres). The bulk and particle densities, natural water content, organic content, initial void ratio and the degree of decomposition were investigated as the physical properties of peat. Based on the oedometer tests, the constrained modulus, compression and secondary compression indexes were determined. It was concluded that the fibric peat is characterised by the lowest bulk and particle densities, the highest water and organic contents, void ratio and compressibility in comparison to hemic and sapric peat. The characteristics of peat have been related to the results presented in the literature.

DOI: https://doi.org/10.2478/sgem-2023-0003 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 133 - 143
Submitted on: May 9, 2022
Accepted on: Dec 6, 2022
Published on: Mar 9, 2023
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2023 Iwona Chmielewska, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.