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Abstract

Optimum truck numbers of an enterprise can be found by dividing the period of time passed between a departing truck after loading, the arrival at the dumping location, the arrival at the point of loading again and the average loading time parameters of a truck. The average loading time of the truck is directly associated with the bucket fill factor and cycle time of the excavator. While the bucket fill factor depends on the mechanical strength and the discontinuity characteristics of the rock, the cycle time is related to bucket volume, the strength and the discontinuity characteristics of the rock. In this study, two relations predicting the average cycle time of the bucket fill factor for both hydraulic and electric excavators is done by seven excavators with different bucket volumes, and mass characteristics of eight different rocks from a coal open pit mine. According to the above, the optimum truck number was developed.
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Bibliography

[1] S. Alarie, M. Gamache, Overview of Solution Strategies Used in Truck Dispatching Systems for Open Pit Mines. International Journal of Surface Mining Reclamation and Environment 16, 59-76 (2002).
[2] M. Beaulieu, M. Gamache, An Enumeration Algorithm for Solving the Fleet Management Problem in Underground Mines. Computers and Operations Research 33 (6), 1606-1624 (2006).
[3] A.C.M.M. Campelo, T. Marin, The Impact of Payload Truck Factor Use in Mine Performance Reports for an Open Pit Copper Mine in Brazil. REM – International Engineering Journal 71 (3), (2018). DOI: https://doi. org/10.1590/0370-44672017710189
[4] Y. Chang, Ren and S. Wang, Modelling and Optimizing an Open-Pit Truck Scheduling Problem. Discrete Dynamics in Nature and Society (745378), 8 (2015). DOI: https://doi.org/10.1155/2015/745378
[5] P. Chaowasakoo et al., Digitalization of Mine Operations Scenarios to Benefit in Real-Time Truck Dispatching. International Journal of Mining Science and Technology 27 (2), 229-236 (2017).
[6] Y . Choi et al., Multi-Criteria Evaluation and Least-Cost Path Analysis for Optimal Haulage Routing of Dump Trucks in Large Scale Open Pit Mines. International Journal of Geographical Information Science 23 (12), 1541- 1567 (2009).
[7] S.R. Dindarloo, M. Osanloo, S. Frimpong, A Stochastic Simulation Framework for Truck and Shovel Selection and Sizing in Open Pit Mines. Journal of the Southern African Institute of Mining and Metallurgy 115 (3), 209-219 (2015).
[8] S.G. Ercelebi, A. Bascetin, O ptimization of Shovel-Truck System for Surface Mining. Journal of The Southern African Institute of Mining and Metallurgy 109, 433-439 (2009).
[9] Y . Li, N.L. Hu ,G.Q. Li, Open-Pit Hauling Dispatching Optimization Based on Improved Pso Algorithm. China’s Mining Magazine 22 (4), 98-105 (2013).
[10] G . Liu, S. Chai, Optimizing Open-Pit Truck Route Based on Minimization of Time-Varying Transport Energy Consumption. Mathematical Problems in Engineering (687108) (2019). DOI: https://doi.org/10.1155/2019/6987108
[11] P.R. Michaud, J.Y. Blanchet, Establishing a Quantitative Relation Between Post Blast Fragmentation and Mine Productivity a Case Study. Proceedings of 5th International Symposium on Rock Fragmentation by Blasting 386- 396 (1996).
[12] A. Moradi Afrapoli, H. Askari-Nasab, Mining Fleet Management Systems: A Review of Models and Algorithms. International Journal of Mining Reclamation and Environmental 1-19 (2017).
[13] M. Munirathinam, J.C. Yingling, A Review of Computer-Based Truck Dispatching Strategies for Surface Mining Operations. International Journal of Surface Mining Reclamation and Environmental 8, 1-15 (1994).
[14] S.P. Singh, T. Yalcin, Effects of Muck Size Distribution on Scooping Operations. Proceedings of 28th Annual Conference on Explosives and Blasting Techniques 315-325 (2002).
[15] M. Sarı, P.J.A. Lever, Effect of Blasted Rock Particle Size on Excavation Machine Loading Performance. 20th International Mining Congress and Exhibition of Turkey. ISBN 978-9944-89-288-9 (2007).
[16] R .F. Subtil, D.M. Silva, J.C. Alves, 35th Apcom Symposium/ Wollongong, Nsw, 24-30 September, 765-777 (2011).
[17] L . Zhang, X. Xia, An Integer Programming Approach for Truck-Shovel Dispatching Problem in Open-Pit Mines. Energy Procedia 75, 1779-1784 (2015).
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Authors and Affiliations

Abdurrahman Tosun
1
ORCID: ORCID

  1. Dokuz Eylul University, Bergama, 35062, Izmir, Turkey
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Abstract

In the paper a research on cost-effective optimum design boiling temperature for Organic Rankine Cycle utilizing low-temperature heat sources is presented. The ratio of the heat exchanger area of the boiler to the power output is used as the objective function. Analytical relations for heat transfer area as well power of the cycle are formulated. Evaporation temperature and inlet temperature of the heat source medium as well its mass flow rate are varied in the optimization method. The optimization is carried out for three working fluids, i.e. R 134a, water and ethanol. The objective function (economics profitability, thermodynamic efficiency) leads to different optimal working conditions in terms of evaporating temperature. Maximum power generation in the near-critical conditions of subcritical ORC is the highest. The choice of the working fluid can greatly affect the objective function which is a measure of power plant cost. Ethanol exhibits a minimum objective function but not necessarily the maximum cycle efficiency.
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Authors and Affiliations

Dariusz Mikielewicz
Jarosław Mikielewicz
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Abstract

A suitable use of software packages for optimization problems can give the possibility to formulate design problems of robotic mechanical systems by taking into account the several aspects and behaviours for optimum solutions both in design and operation. However, an important issue that can be even critical to obtain practical solutions can be recognized in a proper identification and formulation of criteria for optimability purposes and numerical convergence feasibility. In this paper, we have reported experiences that have been developed at LARM in Cassino by referring to the abovementioned issues of determining a design procedure for manipulators both of serial and parallel architectures. The optimality criteria are focused on the well-recognized main aspects of workspace, singularity, and stiffness. Computational aspects are discussed to ensure numerical convergence to solutions that can be also of practical applications. In particular, optimality criteria and computational aspects have been elaborated by taking into account the peculiarity and constraint of each other. The general concepts and formulations are illustrated by referring to specific numerical examples with satisfactory results.

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Authors and Affiliations

M. Ceccarelli
G. Carbone
E. Ottaviano
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Abstract

The present study has been taken up to emphasize the role of the hybridization process for optimizing a given reinforced concrete (RC) frame. Although various primary techniques have been hybrid in the past with varying degree of success, the effect of hybridization of enhanced versions of standard optimization techniques has found little attention. The focus of the current study is to see if it is possible to maintain and carry the positive effects of enhanced versions of two different techniques while using their hybrid algorithms. For this purpose, enhanced versions of standard particle swarm optimization (PSO) and a standard gravitational search algorithm (GSA), were considered for optimizing an RC frame. The enhanced version of PSO involves its democratization by considering all good and bad experiences of the particles, whereas the enhanced version of the GSA is made self-adaptive by considering a specific range for certain parameters, like the gravitational constant and a set of agents with the best fitness values. The optimization process, being iterative in nature, has been coded in C++. The analysis and design procedure is based on the specifications of Indian codes. Two distinct advantages of enhanced versions of standard PSO and GSA, namely, better capability to escape from local optima and a faster convergence rate, have been tested for the hybrid algorithm. The entire formulation for optimal cost design of a frame includes the cost of beams and columns. The variables of each element of structural frame have been considered as continuous and rounded off appropriately to consider practical limitations. An example has also been considered to emphasize the validity of this optimum design procedure.

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Authors and Affiliations

Sonia Chutani
Jagbir Singh
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Abstract

The Walters critique of EMU presumed that pro-cyclical country-specific real interest rates would incorporate significant macroeconomic instability in an environment of asymmetric shocks. The literature on optimum currency areas suggests a number of criteria to minimize this risk, such as market flexibility, high degrees of openness, financial integration or similarity in inflation rates. In this paper, we argue that an essential part of macroeconomic volatility in a monetary union’s member country also depends on the mechanism of forming expectations. This is mainly due to (i) the construction of ex ante countryspecific real interest rate, implying a strong or weak negative correlation with current inflation rate and (ii) anticipated (and hence smoothed) loss in competitiveness and boom-bust cycle. In a 2-region 2-sector New Keynesian DSGE model, we apply 5 different specifications of ex ante real interest rates, based on commonly considered types of expectations: rational, adaptive, static, extrapolative and regressive, as well as their hybrids. Our simulations show that rational expectations dominate the other specifications in terms of minimizing the volatility of the most macroeconomic variables. This conclusion is generally insensitive to which group of agents (producers or consumers) and which region (home or foreign) forms the expectations. It also turns out that for some types of expectations the Walters critique indeed applies, i.e. the system does not fulfil the Blanchard-Kahn conditions or the system’s companion matrix has explosive eigenvalues.

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Authors and Affiliations

Andrzej Torój
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Abstract

The mathematical modeling of mineral processing is a very complex task because of random character of comminuted materials. However, it allows applying of standard laws of mass preservation and mass transport. The basic method of description of comminution processes is determination of particles size distribution curves for products. In the paper, the concept of applying so-called censored distribution functions was presented, what means equations of exponential, Weibull, log-normand logistic distribution functions as the basis of crushers work description (formulas 1, 2, 3 and 4). The censoring of distribution functions is being realized through acceptation of maximum particle size dmax and the shape of them depends on shape and scale parameters. The joining of technical parameters of comminuting devices with parameters of equations describing distribution functions of products allows creating of satisfying models of comminution processes. After application of general forms of separation curves the description of sieving processes is possible (equations 6a and 6b) and then also of comminution systems. The optimization of aggregates production may be based on introduction of goal function determining profit dependably on amount of individual assortments. In case of analysis of comminution systems (formulae 10) in preparation of feed to beneficiation the goal function should be based on levels of useful minerals exposure in individual fractions. The paper shows the possibility of simulation of comminution processes course leading to determination of optimal conditions of systems containing comminution and sieving processes. Furthermore, the necessity of creation of empirical models for grinding processes was shown as they would be the compensation of models being result of heuristic analysis of phenomena. Also, the elementary rules of selection of models forms and their modifications based on justification of relations between distribution function parameters and basic technical parameters of devices as well characteristics of comminuted materials were discussed. The paper is the introduction to further research of general approach to joining grained materials characteristics with comminution effects.

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Authors and Affiliations

Tadeusz Tumidajski
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Abstract

The locally resonant sonic material (LRSM) is an artificial metamaterial that can block underwater sound. The low-frequency insulation performance of LRSM can be enhanced by coupling local resonance and Bragg scattering effects. However, such method is hard to be experimentally proven as the best optimizing method. Hence, this paper proposes a statistical optimization method, which first finds a group of optimal solutions of an object function by utilizing genetic algorithm multiple times, and then analyzes the distribution of the fitness and the Euclidean distance of the obtained solutions, in order to verify whether the result is the global optimum. By using this method, we obtain the global optimal solution of the low-frequency insulation of LRSM. By varying parameters of the optimum, it can be found that the optimized insulation performance of the LRSM is contributed by the coupling of local resonance with Bragg scattering effect, as well as a distinct impedance mismatch between the matrix of LRSM and the surrounding water. This indicates coupling different effects with impedance mismatches is the best method to enhance the low-frequency insulation performance of LRSM.

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Authors and Affiliations

Bo Yuan
Yong Chen
Bilian Tan
Bo Li
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Abstract

Under conditions of gravity flow, the performance of a distribution pipe network for drinking water supply can be measured by investment cost and the difference in real and target pressures at each node to ensure fairness of the service. Therefore, the objective function for the optimization in the design of a complex gravity flow pipe network is a multi-purpose equation system set up to minimize the above-mentioned two parameters. This article presents a new model as an alternative solution to solving the optimization equation system by combining the Newton–Raphson and genetic algorithm (GA) methods into a single unit so that the resulting model can work effectively. The Newton–Raphson method is used to solve the hydraulic equation system in pipelines and the GA is used to find the optimal pipe diameter combination in a net-work. Among application models in a complex pipe network consisting of 12 elements and 10 nodes, this model is able to show satisfactory performance. Considering variations in the value of the weighting factor in the objective function, opti-mal conditions can be achieved at the investment cost factor (ω1) = 0.75 and the relative energy equalization factor at the service node (ω2) = 0.25. With relevant GA input parameters, optimal conditions are achieved at the best fitness value of 1.016 which is equivalent to the investment cost of USD 56.67 thous. with an average relative energy deviation of 1.925 m.
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Bibliography

ABEBE A.J., SOLOMATINE D.P. 1998. Application of global optimization to the design of pipe networks. Proc. 3rd International Conference on Hydroinformatics. Copenhagen, August 1998. Balkema. Rotterdam p. 1–8.
AFSHAR M.H. 2006. Application of ant algorithm to pipe network optimization. Iranian Journal of Science & Technology. Transaction B, Engineering. Vol. 31. No. B5 p. 487–500.
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Authors and Affiliations

Sulianto
1
ORCID: ORCID
Ernawan Setiono
1
ORCID: ORCID
I Wayan Yasa
2
ORCID: ORCID

  1. University of Muhammadiyah Malang, Faculty of Engineering, Jl. Raya Tlogomas No. 246, 65114, Malang, Indonesia
  2. Mataram University, Faculty of Engineering, Mataram, Indonesia
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Abstract

At present, the cushion thickness of composite foundation under rigid base is mostly selected by the experience of the engineer, which is of great arbitrariness. In order to improve this problem, the optimum design method of cushion thickness is proposed by theoretical research. First, the stress diffusion line in the cushion is assumed to be a quadratic curve, and the critical diffusion thickness of the pile top stress is obtained. Then, by analyzing the relative deformation between soil and pile, pile top penetration into the critical cushion thickness is proposed. Finally, based on the relationship between stress ratio of pile to soil and cushion thickness, the calculation method of optimum cushion thickness is put forward. The application of engineering cases shows that the proposed method has better calculation results, which attests to the correctness of the method. The method can be used for the optimal design of cushion thickness of single-type-pile or multi-type-pile composite foundation.
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Authors and Affiliations

Yaoting Xiao
1
ORCID: ORCID
Jing Wang
1
ORCID: ORCID

  1. Hubei University of Arts and Science, College of Civil Engineering and Architecture, No. 296, Longzhong Road, Xiangyang, Hubei, China
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Abstract

The paper presents a comparative analysis to determine the optimal temperatures and the activation energies for various origin endo-inulinases from Aspergillus niger. The parameters were estimated based on the literature of the activity curves vs. temperature for hydrolysis of inulin. It was assumed that both the hydrolysis reaction process and the deactivation process of endo-inulinase were first-order reactions by the enzyme concentration. A mathematical model describing the effect of temperature on endo-inulinases from Aspergillus niger activity was used. Based on the comparison analysis, values of the activation energies Ea were in the range from 23:53  3:20 kJ/mol to 50:66  3:61 kJ/mol, the deactivation energies Ed were in the range from 88:42  5:03 kJ/mol to 142:87  2:75 kJ/mol and the optimum temperatures Topt were obtained in the range from 317:12  0:83 K to 332:55  0:72 for endo-inulinase A. niger.

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Authors and Affiliations

Justyna Miłek
ORCID: ORCID
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Abstract

Analytical design of the PID-type controllers for linear plants based on the magnitude optimum criterion usually results in very good control quality and can be applied directly for high-order linear models with dead time, without need of any model reduction. This paper brings an analysis of properties of this tuning method in the case of the PI controller, which shows that it guarantees closed-loop stability and a large stability margin for stable linear plants without zeros, although there are limitations in the case of oscillating plants. In spite of the fact that the magnitude optimum criterion prescribes the closed-loop response only for low frequencies and the stability margin requirements are not explicitly included in the design objective, it reveals that proper open-loop behavior in the middle and high frequency ranges, decisive for the closed-loop stability and robustness, is ensured automatically for the considered class of linear systems if all damping ratios corresponding to poles of the plant transfer function without the dead-time term are sufficiently high.
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Authors and Affiliations

Jan Cvejn
1

  1. University of Pardubice, Faculty of Electrical Engineering and Informatics, Studentska 95, 532 10 Pardubice, Czech Republic
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Abstract

A new method for determining optimum dimension ratios for small rectangular rooms has been presented. In a theoretical model, an exact description of the room impulse response was used. Based on the impulse response, a frequency response of a room was calculated to find changes in the sound pressure level over the frequency range 20–200 Hz. These changes depend on the source and receiver positions, thus, a new metric equivalent to an average frequency response was introduced to quantify the overall sound pressure variation within the room for a selected source position. A numerical procedure was employed to seek a minimum value of the deviation of the sound pressure level response from a smooth fitted response determined by the quadratic polynomial regression. The most smooth frequency responses were obtained when the source was located at one of the eight corners of a room. Thus, to find the best possible dimension ratios, in the numerical procedure the optimal source position was assumed. Calculation results have shown that optimum dimension ratios depend on the room volume and the sound damping inside a room, and for small and medium volumes these ratios are roughly 1 : 1.48 : 2.12, 1 : 1.4 : 1.89 and 1 : 1.2 : 1.45. When the room volume was suitably large, the ratio 1 : 1.2 : 1.44 was found to be the best one.
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Authors and Affiliations

Mirosław Meissner
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Abstract

The most extensively employed strategy to control the AC output of power electronic inverters is the pulse width modulation (PWM) strategy. Since three decades modulation hypothesis continues to draw considerable attention and interest of researchers with the aim to reduce harmonic distortion and increased output magnitude for a given switching frequency. Among different PWM techniques space vector modulation (SVM) is very popular. However, as the number of output levels of the multilevel inverter (MLI) increases, the implementation of SVM becomes more difficult, because as the number of levels increases the total number of switches in the inverter increases which will increase the total number of switching states, which will result in increased computational complexity and increased storage requirements of switching states and switching pulse durations. The present work aims at reducing the complexity of implementing the space vector pulse width modulation (SVPWM)technique in multilevel inverters by using a generalized integer factor approach (IFA). The performance of the IFA is tested on a three-level inverter-fed induction motor for conventional PWM (CPWM) which is a continuous SVPWM method employing a 0127 sequence and discontinuous PWM (DPWM) methods viz, DPWMMIN using 012 sequences and DPWMMAX using a 721 sequence.
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Bibliography

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Authors and Affiliations

Suresh Kumar Anisetty
1
ORCID: ORCID
Sri Gowri Kolli
2
ORCID: ORCID
Nagaraja Rao S.
3
ORCID: ORCID
Manjunatha B.M.
1
ORCID: ORCID
Sesi Kiran P.
1
ORCID: ORCID
Niteesh Kumar K.
1
ORCID: ORCID

  1. RGM College of Engineering and Technology (Autonomous), Nandyal, A.P., India
  2. G. Pulla Reddy Engineering College (Autonomous), Kurnool, A.P., India
  3. M.S. Ramaiah University of Applied Sciences, Bangalore, India
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Abstract

The model is developed for the intellectualized decision-making support system on financing of cyber security means of transport cloud-based computing infrastructures, given the limited financial resources. The model is based on the use of the theory of multistep games tools. The decision, which gives specialists a chance to effectively assess risks in the financing processes of cyber security means, is found. The model differs from the existing approaches in the decision of bilinear multistep quality games with several terminal surfaces. The decision of bilinear multistep quality games with dependent movements is found. On the basis of the decision for a one-step game, founded by application of the domination method and developed for infinite antagonistic games, the conclusion about risks for players is drawn. The results of a simulation experiment within program implementation of the intellectualized decision-making support system in the field of financing of cyber security means of cloudbased computing infrastructures on transport are described. Confirmed during the simulation experiment, the decision assumes accounting a financial component of cyber defense strategy at any ratios of the parameters, describing financing process.

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Authors and Affiliations

Valery Lakhno
Berik Akhmetov
Volodimir Malyukov
Timur Kartbaev
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Abstract

In this article, the authors propose and investigate a new concept of HAPS aerostat design in a modular form, which allows for sequential increasing or decreasing of the total volume, up to the desired size. In its initial form, the aerostat has relatively small dimensions but its central cylindrical part is multi-segmented and can be easily extended. The application of controllable construction couplings enables precise control of the aerostat expansion process and significantly improves its vertical mobility. The paper describes details of telescopic aerostat construction, presents a mathematical model of its vertical motion and investigates numerically two volume control strategies aimed at maximization of operation efficiency and minimization of operation cost. The results obtained reveal the main problems that have to be addressed and the factors that play a key role in design of such telescopic aerostats and control of their vertical mobility.

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Authors and Affiliations

L. Knap
C. Graczykowski
J. Holnicki-Szulc
Z. Wołejsza
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Abstract

All over the world, highway traffic is increasing rapidly, as is the population and the road network. The country’s maximum and minimum temperatures also vary greatly. Moreover, the pavements are subjected to various types of damage. Pavement binders and mixtures are a constant area of research and development for scientists and engineers. Adding fibers to bituminous mixes may improve the properties of fatigue and strength of the material. Natural fibers may be used to improve asphalt mixtures performance due to their inherent compatibility with asphalt cement and excellent mechanical properties. Also, the high stone content and relatively high asphalt content in SMA mixture led to the occurrence of drain-down of the asphalt mastic from the mixture, and this problem requires the use of stabilizing additives such as cellulose fibers, mineral fibers, or polymers to mitigate this problem and ensure long-term performance. The most public sort of stabilizing additives is cellulose fiber. Overall, natural fibers in stone mastic asphalt mixes are discussed in this paper. An additional focus is on how asphalt concrete will be affected by natural fibers, mixing techniques, and managerial decisions. According to the review, the stabilizing and strengthening impact of natural fibers on the performance of asphalt mixes have been extensively researched. Natural fibers can significantly increase the rut and flow resistance of asphalt mixtures. Adding natural fibers to pavement can increase structural resistance to pavement distress.
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Authors and Affiliations

Israa AlSaadi
1
ORCID: ORCID
Sady A. Tayh
2
ORCID: ORCID
Abbas F. Jasim
2
ORCID: ORCID
Rana Yousif
2
ORCID: ORCID

  1. University of Baghdad, Department of Construction and Projects, Baghdad
  2. University, College of Engineering, Highways, and Transportation Engineering Department, Baghdad, Iraq

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