Finite Difference Method for the One-Dimensional Non-linear Consolidation of Soft Ground Under Uniform Load

Finite Difference Method for the One-Dimensional Non-linear Consolidation of Soft Ground Under Uniform Load

Initial stress and additional effective stress distributions in soil greatly influence the degree of ground consolidation when calculating one-dimensional soft clay ground consolidation in deep soil. The one-dimensional non-linear consolidation governing equations of soft ground under uniform load a...

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Bibliographic Details
Main Authors: Bin-Hui Ma, Zhi-Yong Hu, Zhuo Li, Kai Cai, Ming-Hua Zhao, Cheng-Bin He, Xiao-Cheng Huang
Format: Article
Language:English
Published: Frontiers Media S.A. 2020-04-01
Series:Frontiers in Earth Science
Subjects:
soft clay
one-dimensional consolidation
non-linearity
finite difference method
uniform load
hyperbolic model
Online Access:https://www.frontiersin.org/article/10.3389/feart.2020.00111/full

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