Investigation of Ready Mixed Concrete Transportation Problem Using Linear Programming and Genetic Algorithm
Abstract: Ready-mixed concrete
(RMC) is one of the most common building material for construction industry for
nearly all developed and developing countries. Generally, because of the
technical requirements, concrete must be mixed in a batch plant and transported
to the construction site. There are two important factors affected the cost of
RMC: raw material cost and transportation cost. Additionally, transportation
cost is also included when determining the unit price of RMC. However,
profitability affects adversely in the case of long distance between the plant
and construction site. For these reason, distribution of RMC from supply to the
demand points with minimum cost is aimed in this study. This work contributes
to both modelling and dispatching of RMC as an optimization problem by applying
linear and heuristic methods. For this purpose, as an example, an urban area
which divided into 7 districts and contained 4 concrete batch plants is
discussed. Linear programming and genetic algorithm were applied to solve this
problem and compared each other under the same conditions. The result shows
linear programming is more efficient for this application because of the
limited constraints and variables.
Author: Gulcag Albayrak, Ugur
Albayrak
Journal Code: jptsipilgg160057

Artikel Terkait :
Jp Teknik Sipil gg 2016
- Implementation of Decision Support System for Integrated Coastal Zone Management of Sustainable Mariculture Development Industry in Indonesia
- Proposed Design Graphs of Geotextile Reinforcement on Soft Clay under Various Field Conditions
- Effect of Temperature on Precipitation Rate of Calcium Carbonate Produced through Microbial Metabolic Process of Bio Materials
- Study on Shear Behavior of Concrete-polymer Cement Mortar at Elevated Temperature
- Comparing Performance of Government and Private Clients in Construction Projects: Contractors’ Perspective
- Creep Properties of Walikukun (Schouthenia ovata) Timber Beams
- Reinforced Concrete Finite Element Modeling based on the Discrete Crack Approach
- Experimental Investigation on the Effect of Specimen Size in Determining Fracture Parameters of Concrete
- Establishment of a Stochastic Model for Sustainable Economic Flood Management in Yewa Sub-Basin, Southwest Nigeria
- Energy Production from Sewage Sludge in a Proposed Wastewater Treatment Plant
- Effect of Natural Zeolite-Pozzolan on Compressive Strength of Oil-Polluted Concrete Marine Structures
- A Study on the Contributing Factors of Major Landslides in Malaysia
- Geotechnical Properties of Lateritic Soil Stabilized with Ground-Nut Husk Ash
- Analyzing Parameters Influencing Scour Bed in Confluence Channels Using Flow3D Numerical Model
- BIM for Facility Management: Challenges and Research Gaps
- Analysis of RC Continuous Beams Strengthened with FRP Plates: A Finite Element Model
- Risk Assessment of Geological Hazards in a Tunneling Project Using Harmony Search Algorithm (Case Study: Ardabil-Mianeh Railway Tunnel)
- Numerical Modeling of Flow Field in Morning Glory Spillways and Determining Rating Curve at Different Flow Rates
- Numerical Modeling of Local Scour at the Junction of Open Channels in Flow3D Numerical Model
- Artificial Neural Network-Cuckoo Optimization Algorithm (ANN-COA) for Optimal Control of Khorramabad Wastewater Treatment Plant, Iran
- Effects of Hybridization of Carbon and Polypropylene Short Fibers as Reinforcement on Flexural Properties of Fine Aggregate Concretes
- Numerical Simulation of Impulsive Water Waves Generated by Subaerial and Submerged Landslides Incidents in Dam Reservoirs
- The Effect of Rail Defects on Track Impact Factors
- Analytical and Laboratory Evaluation of the Solubility of Gypsiferous Soils