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:
Online Access:https://journals.pan.pl/Content/135391/PDF/39_2k.pdf
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