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...

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Bibliographic Details
Main Author: Wee, Joel Liang Shen.
Other Authors: Goh Teck Chee, Anthony
Format: Final Year Project
Language:English
Published: 2010
Subjects:
Online Access:http://hdl.handle.net/10356/39524
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Institution: Nanyang Technological University
Language: English
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