Numerical study on the shear strength of granular materials under the low confining pressure

The relationship between stress and strength in granular soil differs under low confining pressure as compared to high confining pressure, which is of great importance for the geotechnical engineering. Numerical simulations using discrete element method (DEM) are conducted to model consolidated-drai...

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Bibliographic Details
Main Authors: Daosheng Ling, Tiantian Hu, Jing Wang, Xiukai Wang, Changyu Shi, Yao Tang
Format: Article
Language:English
Published: Elsevier 2024-06-01
Series:Soils and Foundations
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S0038080624000258