Mathematical Models for Stress–Strain Behavior of Nano Magnesia-Cement-Reinforced Seashore Soft Soil

Mathematical Models for Stress–Strain Behavior of Nano Magnesia-Cement-Reinforced Seashore Soft Soil

The stress−strain behavior of nano magnesia-cement-reinforced seashore soft soil (Nmcs) under different circumstances exhibits various characteristics, e.g., strain-hardening behavior, falling behavior, S-type falling behavior, and strong softening behavior. This study therefore proposes a...

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Bibliographic Details
Main Authors: Wei Wang, Yong Fu, Chen Zhang, Na Li, Aizhao Zhou
Format: Article
Language:English
Published: MDPI AG 2020-03-01
Series:Mathematics
Subjects:
seashore soft soil
cement
sulfuric acid erosion
stress–strain behavior
mathematical model
Online Access:https://www.mdpi.com/2227-7390/8/3/456

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