Journals
Publish with us
Publishing partnerships
About us
Blog
Mathematical Problems in Engineering
Journal overview
For authors
For reviewers
For editors
Table of Contents
Special Issues
Mathematical Problems in Engineering
/
2020
/
Article
/
Tab 5
/
Research Article
Influences on Antislide Piles Used for Slope Reinforcement: Numerical Simulation Based on the Soil Arching Effect
Table 5
Maximum lateral displacement of a slope reinforced by antislide piles with different cross-sectional shapes.
Cross-sectional shape
Rectangular
T
-shaped
Trapezoidal
Stepped
Maximum lateral displacement of landslide body (mm)
102.35
65.01
58.96
46.26