Abstract
Walls on non-linear slopes are often built of horizontal segments each requiring the digging of a trench in which the depth increases with the length of the segment along an incline, while the effective height of the wall above ground decreases, A set of optimal segment lengths is obtained by minimizing total cost consisting of the fixed cost per segment, cost of digging a trench for each segment and cost of building the segment to reach a required effective height. A dynamic generalized cost model is developed together with a discrete approximation method which simplifies computations.
Original language | English |
---|---|
Pages (from-to) | 19-26 |
Number of pages | 8 |
Journal | Engineering Optimization |
Volume | 5 |
Issue number | 1 |
DOIs | |
State | Published - 1 Jan 1980 |
ASJC Scopus subject areas
- Computer Science Applications
- Control and Optimization
- Management Science and Operations Research
- Industrial and Manufacturing Engineering
- Applied Mathematics