A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stability Analysis of Sheet Pile Walls by Discontinuity Topology Optimization
A kinematic approach based on the framework of limit analysis is applied for stability analysis of sheet pile walls. A rotational failure mechanism is used to computer safety of factor, and the topology optimization technique is employed in the stability analysis. The analyses generally yielded good accord with the results in many aspects of the sheet pile walls behavior. The novel implementation of upper bound method with discontinuity topology optimization is reliable and useful for engineering practice and design.
Stability Analysis of Sheet Pile Walls by Discontinuity Topology Optimization
A kinematic approach based on the framework of limit analysis is applied for stability analysis of sheet pile walls. A rotational failure mechanism is used to computer safety of factor, and the topology optimization technique is employed in the stability analysis. The analyses generally yielded good accord with the results in many aspects of the sheet pile walls behavior. The novel implementation of upper bound method with discontinuity topology optimization is reliable and useful for engineering practice and design.
Stability Analysis of Sheet Pile Walls by Discontinuity Topology Optimization
Advanced Materials Research ; 487 ; 500-505
2012-03-15
6 pages
Article (Journal)
Electronic Resource
English
Analysis of the stability of sheet pile walls using Discontinuity Layout Optimization
| British Library Conference Proceedings | 2010
| Springer Verlag | 2017
Wiley | 2023
Analysis for sheet pile retaining walls
| Engineering Index Backfile | 1955
Analysis for Sheet-Pile Retaining Walls
| ASCE | 2021