Coupled Large Deformation Finite Element Formulations for the Dynamics of Unsaturated Soil and Their Application
Unsaturated soil is a three-phase medium with three interfaces, and the mathematical equations that represent its behavior must be developed in a fully coupled manner for accurately predicting its hydromechanical behavior. In this paper, a set of fully coupled governing equations was developed for t...
المؤلفون الرئيسيون: | , |
---|---|
التنسيق: | مقال |
اللغة: | English |
منشور في: |
MDPI AG
2022-08-01
|
سلاسل: | Geosciences |
الموضوعات: | |
الوصول للمادة أونلاين: | https://www.mdpi.com/2076-3263/12/9/320 |