Modelo de roteirização para a distribuição de materiais de terraplenagem baseado em programação inteira

Some studies claim that for an overall savings in the construction, planners should develop a strategy to optimize resource utilization. In Earthworks one way to do this is to minimize the total distance traveled by trucks between the cut and fill areas in earthworks. There are many studies and papers that focus on the optimization of distribution of material between cut and fill areas, but few applied in real projects, none of them considered multiple equipment and neither did an analysis based on the distance between piles. This study aims to develop a mathematical programming model that minimizes the distance traveled by trucks in materials distribution of earthmoving activities. It was applied in case study the road works, which obtained allocating optimal to cut and fill areas in order to minimize the distance traveled by the trucks, and consequently, the optimum route to trucks. Comparing the model's result with the mass diagram it obtained a saving of 12% the distance.

[1]  Jose Weissmann,et al.  Distribution of Materials in Road Earthmoving and Paving: Mathematical Programming Approach , 2013 .

[2]  Khaled Nassar,et al.  Solving the Least-Cost Route Cut and Fill Sequencing Problem Using Particle Swarm , 2012 .

[3]  Rehab Reda,et al.  RPM: Repetitive Project Modeling , 1990 .

[4]  J. Zhang,et al.  Tabu search embedded simulated annealing for the shortest route cut and fill problem , 2005, J. Oper. Res. Soc..

[5]  Shrikant M. Nandgaonkar Earthwork Transportation Allocations: Operations Research , 1981 .

[6]  Andrew D.F. Price,et al.  A new approach for optimizing earth-moving operations. Part 1 , 1994 .

[7]  A. K. W. Jayawardane,et al.  Further development of integer programming in earthwork optimization , 1990 .

[8]  Osama Moselhi,et al.  Optimization of Earthmoving Operations in Heavy Civil Engineering Projects , 2009 .

[9]  Saad H.S. Al-Jibouri,et al.  Planning linear construction projects: automated method for the generation of earthwork activities , 2002 .

[10]  John Christian,et al.  Earthmoving cost optimization by operational research , 1988 .

[11]  Daniel W. Halpin,et al.  POLO: Planning and Optimization for Linear Operations , 1995 .

[12]  S. Easa Earthwork Allocations with Linear Unit Costs , 1988 .

[13]  Sheldon H. Jacobson,et al.  Solving the shortest route cut and fill problem using simulated annealing , 2003, Eur. J. Oper. Res..

[14]  Said M. Easa,et al.  EARTHWORK ALLOCATIONS WITH NONCONSTANT UNIT COSTS , 1987 .

[15]  Pandelis G. Ipsilandis,et al.  Multiobjective Linear Programming Model for Scheduling Linear Repetitive Projects , 2007 .

[16]  San Cristobal,et al.  Time, Cost, and Quality in a Road Building Project , 2009 .

[17]  Khaled A El-Rayes,et al.  Optimizing Resource Utilization for Repetitive Construction Projects , 2001 .

[18]  Warren Hare,et al.  Models and algorithms to improve earthwork operations in road design using mixed integer linear programming , 2011, Eur. J. Oper. Res..