Article ID Journal Published Year Pages File Type
10370637 Advances in Engineering Software 2005 5 Pages PDF
Abstract
This paper presents a new approach for the optimization analysis of ash dam slope stability calculation by using lattice method. A further study for the optimization design of ash dam cross section using exhaustion method is also provided. The numerical result analysis indicates that using combined optimization method of lattice and exhaustion to design ash dam cross section can achieve more stable result and decrease the time consuming of calculation, which improve the performance dramatically.
Related Topics
Physical Sciences and Engineering Computer Science Software
Authors
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