Characterization of large strain consolidation parameters of soft materials with time-variant compressibility at low effective stress

The one-dimensional (1D) large strain consolidation (LSC) of saturated soft materials that are deposited at very low-density usually exhibit time-variant compressibility (void ratio vs vertical effective stress (e-σv′)) relation. The 1D column-like model test serves as an effective approach for char...

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Bibliographic Details
Main Authors: Xuanquan Chen, Shunchao Qi, Paul Simms, Jia-wen Zhou, Xing-guo Yang
Format: Article
Language:English
Published: Elsevier 2022-12-01
Series:Soils and Foundations
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S0038080622001482

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