Determining the end of primary consolidation parameters based on settlement and excess pore water pressure

Determining the end of primary consolidation parameters based on settlement and excess pore water pressure

The multiple-stage loading with reloading at EOP tests were carried out on two high-plasticity remoulded clays. One percentage of the initial value of an excess pore water pressure has been adopted as a reference for the end of the primary consolidation criterion. Based on the measurements of the se...

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Bibliographic Details
Main Author: Bartłomiej Szczepan Olek
Format: Article
Language:English
Published: Polish Academy of Sciences 2025-06-01
Series:Archives of Civil Engineering
Subjects:
clay
consolidation
dissipation
end of primary
excess pore water pressure
Online Access:https://journals.pan.pl/Content/135391/PDF/39_2k.pdf
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