Influence of Temperature Effects on CPT in Granular Soils by Discrete Element Modeling in 3D
This study employs a 3D discrete element method (DEM) to simulate cone penetration tests (CPTs) in granular soils, taking into account the effect of temperature. A coupled thermal mechanical model is developed to allow for heat transfer and storage in the granular materials. The CPT simulations are...
Main Authors: | , , , |
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Format: | Article |
Language: | English |
Published: |
MDPI AG
2023-07-01
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Series: | Geotechnics |
Subjects: | |
Online Access: | https://www.mdpi.com/2673-7094/3/3/34 |