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Consolidation parameters of reconstituted peat soil: oedometer testing

Johari, N. Nadia and Bakar, Ismail and Aziz, M. Hanif A. (2014) Consolidation parameters of reconstituted peat soil: oedometer testing. In: International Integrated Engineering Summit (IIES 2014), 1-4 December 2014, Universiti Tun Hussein Onn Malaysia, Johor.

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Abstract

This paper presents the consolidation parameters of reconstituted peat soils with different peat soil particle sizes. The reconstituted peat sample was used to determine the consolidation parameters since the undisturbed samples were difficult to collect. The selected sizes of soil particles passing given sieve sizes have been collected and formed the reconstituted peat samples by preloading with a given pressure. The testing involve was one-dimensional oedometer consolidation test with the load increment method (5 – 320kPa). It is important to gather the information about a soil profile, especially on consolidation properties which were important in predicting the settlement of soil. Based on the results, compression index (Cc) and swell index (Cs), the values were increased with the increasing peat particles size

Item Type: Conference or Workshop Item (Paper)
Uncontrolled Keywords: peat; settlement; reconstituted sample; oedometer consolidation test
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA703-711 Engineering geology. Rock mechanics. Soil mechanics.
Divisions: Faculty of Civil and Environmental Engineering > Department of Infrastructure and Geomatic Engineering
Depositing User: Mrs. Nurhayati Ali
Date Deposited: 08 Jun 2015 06:40
Last Modified: 08 Jun 2015 06:40
URI: http://eprints.uthm.edu.my/id/eprint/6579
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