Design of a single propped sheet pile walls
For the design of single propped walls, the free earth limit equilibrium method (LEM) assumes the wall to be infinitely rigid and does not consider the stiffness of the wall and the soil. This limits the understanding of how the stiffness of the wall and soil affects the wall maximum bending moments...
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Final Year Project (FYP) |
| Language: | English |
| Published: |
2010
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/10356/39524 |