Earth Pressure of Three-Dimensional Stress States under Different Strength Criteria and Its Application
To solve the Earth pressure problems in practical engineering, such as retaining walls and foundation pits, we derive active and passive Earth pressure formulas in accordance with the relationship between intermediate principal stress and excavation under three-dimensional stress states. The formula...
Saved in:
Main Authors: | Yu Zhang, Jin Liu, Te-Jia Fan, Chen-Yang Xu, Tian-Yi Meng, Yang Zhao, An Su |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/6035564 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
The criteria for automorphisms on finite-dimensional algebras
by: Yanni Yang, et al.
Published: (2024-11-01) -
Three-Dimensional Wave-Field Characteristics of Earth-Rock Dams with Different Hidden Hazards
by: Kui Wang, et al.
Published: (2018-01-01) -
Blow-Up Criteria for Three-Dimensional Boussinesq Equations in Triebel-Lizorkin Spaces
by: Minglei Zang
Published: (2012-01-01) -
Strength of Hollow Compressed Stabilized Earth-Block Masonry Prisms
by: Xinlei Yang, et al.
Published: (2019-01-01) -
New Two-Dimensional Polynomial Failure Criteria for Composite Materials
by: Shi Yang Zhao, et al.
Published: (2014-01-01)