Numerical Modeling of Soil and Structure Behavior for Tunneling in Different Types of Soil

Numerical Modeling of Soil and Structure Behavior for Tunneling in Different Types of Soil

This note studies the correlation between surface and tunnel volume loss in various types of dry soil via finite element method. The effect of small strain stiffness, the buoyancy effect of soil, and tunnel overburden depth are considered in the 2D tunneling model. The results show that both surface...

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Bibliographic Details
Main Authors: Chenyang Zhao, Xuehu Zhang, Arash Alimardani Lavasan, Cungang Lin, Yu Chen
Format: Article
Language:English
Published: MDPI AG 2024-10-01
Series:Buildings
Subjects:
tunneling
volume loss
ground movements
small strain stiffness
buoyancy effect
Online Access:https://www.mdpi.com/2075-5309/14/11/3380
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