One-Dimensional Creep Consolidation Model for Peat Soil

One-Dimensional Creep Consolidation Model for Peat Soil

Peat soil exhibits significant creep deformation, and its consolidation law differs from that of soft soil. This study examines the strain characteristics of peat soils during three stages of consolidation using indoor one-dimensional creep consolidation tests. The results showed that the rebound de...

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Bibliographic Details
Main Authors: Bo Peng, Ruiling Feng, Lijian Wu, Pengcheng Wang, Xuming Shi
Format: Article
Language:English
Published: MDPI AG 2024-09-01
Series:Applied Sciences
Subjects:
peat soil
consolidation test
rebound deformation
timeline model
Online Access:https://www.mdpi.com/2076-3417/14/17/7990

Internet

https://www.mdpi.com/2076-3417/14/17/7990

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