One-Dimensional Consolidation Properties of Soft Clay under Multi-Stage Loading

One-Dimensional Consolidation Properties of Soft Clay under Multi-Stage Loading

The consolidation characteristics of soft clay under multi-stage loading and single-stage loading exhibit significant differences. In order to investigate the consolidation behavior of soft clay under multi-stage loading, one-dimensional oedometer tests were conducted on marine sedimentary soft clay...

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Bibliographic Details
Main Authors:	Jiangfeng Wang, Wei Yuan, Xuexuan Yin, Wenjie Li, Xinya Li
Format:	Article
Language:	English
Published:	MDPI AG 2023-09-01
Series:	Applied Sciences
Subjects:	surcharge preloading multi-stage loading consolidation coefficient foundation settlement consolidation rate
Online Access:	https://www.mdpi.com/2076-3417/13/18/10340

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