TY - GEN
T1 - Mathematical modeling of earthwork optimization problems
AU - Ji, Yang
AU - Borrmann, André
AU - Rank, Ernst
AU - Seipp, Florian
AU - Ruzika, Stefan
N1 - Publisher Copyright:
© Nottingham University Press
PY - 2019
Y1 - 2019
N2 - In the past this research efforts in optimizing earthwork processes focused mainly on minimizing transportation costs and mass haul distances, respectively. This kind of optimization problem, well known as earthwork allocation problem can be solved by applying linear programming techniques. As a result, the most cost-efficient cut-to-fill assignments will be found. In this article, starting from an optimal cut-to-fill assignment, we formulate a new corresponding combinatorial optimization problem. This earthwork section division problem arises when a large road project is divided into several linear construction sections and tendered to different normally non-cooperating construction companies. The optimization objective is to partition the optimized cut-to-fill-assignments in different earthwork sections with minimal earth movements between them. This problem is subjected to certain user-defined constraints, like number of sections, minimal and maximal section-length, etc. The proposed solution model will be integrated into an earthwork modeling and assessment system which allows performing a quantity take-off from a roadway model to provide the necessary input data for the optimization algorithms.
AB - In the past this research efforts in optimizing earthwork processes focused mainly on minimizing transportation costs and mass haul distances, respectively. This kind of optimization problem, well known as earthwork allocation problem can be solved by applying linear programming techniques. As a result, the most cost-efficient cut-to-fill assignments will be found. In this article, starting from an optimal cut-to-fill assignment, we formulate a new corresponding combinatorial optimization problem. This earthwork section division problem arises when a large road project is divided into several linear construction sections and tendered to different normally non-cooperating construction companies. The optimization objective is to partition the optimized cut-to-fill-assignments in different earthwork sections with minimal earth movements between them. This problem is subjected to certain user-defined constraints, like number of sections, minimal and maximal section-length, etc. The proposed solution model will be integrated into an earthwork modeling and assessment system which allows performing a quantity take-off from a roadway model to provide the necessary input data for the optimization algorithms.
KW - Earthwork optimization
KW - Linear programming
KW - Mathematical modeling
KW - Road construction
UR - http://www.scopus.com/inward/record.url?scp=85083945013&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:85083945013
T3 - EG-ICE 2010 - 17th International Workshop on Intelligent Computing in Engineering
BT - EG-ICE 2010 - 17th International Workshop on Intelligent Computing in Engineering
A2 - Tizani, Walid
PB - Nottingham
T2 - 17th International Workshop on Intelligent Computing in Engineering, EG-ICE 2010
Y2 - 30 June 2010 through 2 July 2010
ER -