Abstract
The water-cement ratio is multiple phases procedure in which we aim to determine the most optimal combination for producing high-performing concrete. In modern literature and business practice, there are various methods for designing concrete mixes, although the Three Equation Method-inspired procedures are by far the most widely used. Concrete compressive strength is one of the fundamental properties that determines its class. Foreseeable compressive strength concrete is necessary to promote the use of concrete structures. The primary feature of its durability and safety is. Deep learning has recently received a lot of attention, and the prospects for this technology are even brighter. Machine learning algorithms have advanced to the point that they can recognize patterns, which are difficult for humans to recognize. This has sparked interest in data mining on enormous datasets. In this research, we aim to utilize cutting-edge developments in machine learning techniques for the production of concrete mixes. To provide the ideal structure of a synthetic neural network that has been chosen, we compiled a comprehensive dataset of concrete mixtures, complete with laboratory destructive test results. A mathematical formula that may be used in practical applications has been developed from the creation of an artificial neural network.
1 Introduction
“Concrete mix design” is a significant but mysterious topic that demands an in-depth comprehension of several specialized concerns. The structure can be used confidently if concrete with the right strength and other utility criteria is obtained. The strengthening and hydration of concrete are permanent procedures. As a result, any flaws in the design of the mixture of concrete are extremely expensive to the owner during construction and reduce the profitability of the edifice because of its diminished durability. To improve properties such as concrete strength, density, workability, or durability, concrete mixtures of cement, coarse and fine aggregate, and water are generally reinforced with additives and admixtures
Concrete is produced as the final product from a concrete mixture. The cement hydration process, and cement and water chemical thermal interaction initiates the concrete strengthening procedure. Cement hydration producers are gel, hydroxide, and a few secondary chemicals that aid in fine and coarse aggregate bonding. Throughout the hydration procedure, the by-products of hydration progressively settle on initial cement particles and cover the area vacated by water. When the water molecules retreat or there is no longer any unreacted cement, the procedure of hydration is complete. Concrete hardens furthermore and reaches full compressive strength during the 28 days [1,2,3]. Concrete mix design is about choosing the right quantities of cement, fine and coarse aggregate, and water to generate concrete with the desired qualities [4,5,6]. The design of concrete mixtures is progressing at a steady pace. The most common approach for measuring the number of primary ingredients required has been utilized for years and includes evaluating the bending strength of concrete mortar [7,8,9,10]. These systems have numerous drawbacks and are time-consuming to implement. We want to demonstrate a way to create concrete using a mathematical formula derived by a machine learning algorithm. The adopted neural network architecture is described in the accompanying paper, which will be fed by an extensive collection of concrete mixture dataset. We offer a mathematical equation as a conclusion, for calculating concrete compressive strength. The created method will use cement, water, and fine and coarse aggregates as its four input parameters to determine the compressive strength of concrete.
The proposed formula involves boundary conditions and does not precisely capture the behavior of concrete. However, it is a first step toward using machine learning techniques in the concrete mix design. It can be used to make a preliminary estimate of the concrete class in its current state. In future attempts, we plan to focus on concrete mixtures design in concern with the aspects of durability and estimation of service lifetime. The use of concrete admixtures such as superplasticizers, for example, would be essential.
2 Concrete mix designing based on deep learning techniques
2.1 Mathematical model
Determining the correct quantitative content and percentage of concrete mixture elements is the main purpose of water cement development. We must select a combination that permits us to get the most precise results. Concrete performance is defined by various characteristics, the most important of which are compressive strength and durability. In the concrete mix design, both strength and durability should be considered. In an aggressive setting, the question of durability is critical [11,12,13,14,15]. According to our research, there are a few popular techniques to build a mixture of concrete within European corporate engineering practice. Three of these methods are the Bukowski, Eyman and Klaus, and Paszkowski methods. Following results are found through the “Three Equations Method,” also known as the Bolomey method, a mixed experimental-analytical technique [16,17]. It implies that the experimental evidence should back up the mathematical technique. We use analytical techniques to calculate the volume of required components and destructive laboratory testing to confirm the results.
To determine the three required values, we utilize a fundamental endurance, consistency, and stiffness equation: the amount of water, cement, and aggregate represented in kg/m3. The first formula (equation (1)) is the compressive strength formula, also known as the Bolomey formula.
where f cm is the concrete’s medium compressive strength in N/mm2. A 1,2 denotes coefficients that vary based on cement grade and aggregate type, C is the amount of cement in one cubic meter of concrete in kg, W denotes the quantity of water in one cubic meter concrete in kg.
Equation (2), consistency equation, is incorporated into the watershed management formula to make a geopolymer concrete with the desired texture.
where W is the weight of water in one cubic meter of concrete in kg, C is the weight of cement in one cubic meter of concrete in kg, K is the aggregate water demand index in dm3/kg, w c is the cement-water demand index.
The simple volume formula includes equation (3).
where W denotes the water quantity in one cubic meter of concrete in kg, C denotes the quantity of cement in one cubic meter of concrete in kg. K denotes the quantity of aggregate in one cubic meter of concrete in kg, µ c denotes density of cement in kg/dm3, and µ k: denotes the aggregate density per dm3 in kg.
2.2 CNN modeling
Deep learning has been a rapidly increasing field of expertise in recent years. This technology is a branch of artificial intelligence science that includes subjects like statistics, computer science, and robotics [18,19,20,21]. In practice, machine learning tries to combine numerous revolutionary computer science breakthroughs to develop a system which can learn from datasets and, as a result, search themes and connections between variables and sets of variables that would be difficult to discover using conventional methods. In this scenario, learning can be thought of as implementing a complex algorithm. Convolution neural networks (CNNs) are one of the most common machine learning algorithms. Beginning with the initial input data, each composing module in CNN turns what is represented at a particular level into a higher and more complex level, similar to how a regular deep learning neural network works. Natural properties or complex functions could be learned by composing enough of these modifications [22,23,24]. CNN training is a comprehensive learning method [25,26,27,28] that may implicitly learn characteristics from data. As a result, manually extracting data features is unnecessary, as is initial processing or rebuilding the initial information [29]. The essential components of the first few units of CNN design are extremely similar. They use a serial convolution layer and a pooling layer to arrange data features layer-by-layer, and CNN was called after this architecture. The final unit comprises a few completely interconnected layers and a classic classification model. In many practical applications, recollecting data or rebuilding models is expensive, if not impossible, using most classic machine learning approaches [30]. Current CNN models (shown in Figure 1) demand a lot of processing power and have complicated computational requirements. Transfer learning is an excellent choice since they are exposed to local optimization difficulties or overfitting [30,31,32,33]. Another benefit of transfer learning is that it does not necessitate a huge amount of data records; however, it can achieve improved accuracy with a smaller dataset.

Convolution neural networks.
3 Simulation setup and results
Deep learning technique is one of the most used concrete mix designing algorithms. One of the most artificial expert system that is proposed is a CNN (shown in Figure 2) that can estimate the compressive strength of a concrete mix based on a huge number of tested concrete mix mixtures.

Exact CNNs structure.
The CNN calculates the concrete’s strength according to the proportions of the four essential ingredients in a concrete mix: cement, fine and coarse aggregate, and water. We converted the built CNN accordingly and reduced it to a single equation, defining concrete’s 28 days strength as a function of the four factors. The equation can calculate concrete compressive strength and validate the concrete mix recipe (Figure 3).
![Figure 3
Illustrated diagram for cement mixing system [15].](/document/doi/10.1515/eng-2022-0588/asset/graphic/j_eng-2022-0588_fig_003.jpg)
Illustrated diagram for cement mixing system [15].
Setting a border constraint for this procedure seems fair. However, because the CNN was trained on a few samples, predicting how it will react to material concentrations outside of the specified limits may be difficult. The water-cement ratio must be properly controlled since the right balance is required for full hydration of the cement. The impact of plasticizers has not been investigated. All algorithmic steps for classification and predication are shown in Figure 4.

The grading curves.
Many aspects, such as the curing procedure, indirectly affect the produced concrete strength and were not considered in the analysis. We anticipated that strict quality control would provide full-strength concrete. The most adopted database generation are listed in Table 1.
Database adopted generation
Compressive strength after 28days | Cement | Water | Sand 0–2 mm |
---|---|---|---|
cs_28target | Cement input | Water input | Fine_aggregate input |
The compressive strength of concrete at 28 days after hydration Is considered as full strength | The weight of cement added to the mixture | The weight of water added to the mixture | The weight of sand added to the mixture |
Table 2 shows each input variable’s minimum, maximum, and average values.
Input features range
Input features | Minimum (kg/m3) | Maximum (kg/m3) | Average (kg/m3) |
---|---|---|---|
Cement | 86.00 | 540.00 | 278.00 |
Water | 121.80 | 247.00 | 182.42 |
Fine aggregate (sand 0–2 mm | 372.00 | 1329.00 | 768.55 |
Coarse aggregate (aggregate above 2 mm | 597.00 | 1490.00 | 969.408 |
The parameters in Table 2 were separated into inputs and targets, that describe variables for input and output, respectively. Concrete strength gradually increases to full strength after starting the cement hydration process. During our deliberations, we assumed that concrete would achieve its intended compressive strength after 28 days. The concrete has some strength before the 28 days but cannot be deemed as full strength.
In our investigation, we thought the concrete attained full strength because the mixture was designed for it. The examined mixtures are presented in Table 1. The grading and aligning curves for the designed mixtures are shown in Figure 4.
The main algorithmic steps for implementation of the proposed system is shown in Figure 5, where the CNN is trained first with the training samples.

Flowchart for the proposed system.
Figure 6 shows the machine learning accuracy in the classification and prediction of the cement ratio system, whereas Figure 7 shows the comparison of the overfitting cases.

Accuracy of classification and prediction of cement ratio system.

Comparison of the overfitting cases.
Table 3 demonstrates how the CNN accuracy is affected by the input and hidden layer structures with three phases training, validation, and testing phase.
Models’ metric performance
Average | Total duration | Accuracy% | loss | |
---|---|---|---|---|
Training | Total | 1,028 | 89.72 | 0.23 |
Transfer learning | 792 | 93.12 | 0.18 | |
Random initialization | 1,264 | 86.32 | 0.31 | |
Validation | Total | — | 84.16 | 0.35 |
Transfer learning | — | 88.61 | 0.27 | |
Random initialization | — | 79.72 | 0.47 | |
Test | Total | 6.87 | 87.42 | 0.37 |
Transfer learning | 6.59 | 89.52 | 0.21 | |
Random initialization | 7.14 | 85.34 | 0.52 |
Figure 3. Schematic diagram of the cement mixing system.
The statistics shown above suggest that for datasets with a small number of pictures, simple networks with few parameters and shallow depth can achieve excellent accuracy and efficiency. On the contrary, the use of complicated networks is prone to overfitting due to a lack of data, which would impair the training impact. Table 4 depicts CNN's performance, and it can be observed that it is nearly optimal for training data. Almost all of the datapoints are inside the 10% error limit. The CNN metamodel is shown to be more accurate for higher CS values than for CS values less than 50 MPa. The CNN on training and testing is seen to be 99 and 97%, respectively.
4 Conclusion
The CNN formula showed low resilience for high strength concrete mixes (50 MPa and more). This could be owing to the limited amount of mixes used to train the CNN for these ranges. CNN’s behavior could indicate underfitting. We must emphasize that the method provided here is simply an introduction to the machine learning large application in concrete mix creation and does not cover the entire subject. It ignores certain critical concerns, such as the technological process and durability. Our research focuses on using machine learning in concrete mix ration and developing a practical tool for use in engineering practice. We created the best CNN architecture for the study and gave it a huge database of concrete mix formulas. A destructive laboratory test is associated with each concrete mix recipe record. The purpose of producing concrete with specific compressive strength is achieved by predicting optimal mixture of concrete materials using a neural network. More specifically, what materials ratio should be chosen to generate concrete with a suitable compressive value. Our database has 941 records.
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Funding information: The manuscript was done depending on the personal effort of the author, and there is no funding effort from any side or organization.
-
Conflict of interest: There is no conflict of interest with anyone related to the subject of the manuscript or any competing interest.
-
Data availability statement: Most datasets generated and analyzed in this study are in this submitted manuscript. The other datasets are available on reasonable request from the corresponding author with the attached information.
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- Production of sustainable concrete with treated cement kiln dust and iron slag waste aggregate
- Key effects on the structural behavior of fiber-reinforced lightweight concrete-ribbed slabs: A review
- A comparative analysis of the energy dissipation efficiency of various piano key weir types
- Special Issue: Transport 2022 - Part II
- Variability in road surface temperature in urban road network – A case study making use of mobile measurements
- Special Issue: BCEE5-2023
- Evaluation of reclaimed asphalt mixtures rejuvenated with waste engine oil to resist rutting deformation
- Assessment of potential resistance to moisture damage and fatigue cracks of asphalt mixture modified with ground granulated blast furnace slag
- Investigating seismic response in adjacent structures: A study on the impact of buildings’ orientation and distance considering soil–structure interaction
- Improvement of porosity of mortar using polyethylene glycol pre-polymer-impregnated mortar
- Three-dimensional analysis of steel beam-column bolted connections
- Assessment of agricultural drought in Iraq employing Landsat and MODIS imagery
- Performance evaluation of grouted porous asphalt concrete
- Optimization of local modified metakaolin-based geopolymer concrete by Taguchi method
- Effect of waste tire products on some characteristics of roller-compacted concrete
- Studying the lateral displacement of retaining wall supporting sandy soil under dynamic loads
- Seismic performance evaluation of concrete buttress dram (Dynamic linear analysis)
- Behavior of soil reinforced with micropiles
- Possibility of production high strength lightweight concrete containing organic waste aggregate and recycled steel fibers
- An investigation of self-sensing and mechanical properties of smart engineered cementitious composites reinforced with functional materials
- Forecasting changes in precipitation and temperatures of a regional watershed in Northern Iraq using LARS-WG model
- Experimental investigation of dynamic soil properties for modeling energy-absorbing layers
- Numerical investigation of the effect of longitudinal steel reinforcement ratio on the ductility of concrete beams
- An experimental study on the tensile properties of reinforced asphalt pavement
- Self-sensing behavior of hot asphalt mixture with steel fiber-based additive
- Behavior of ultra-high-performance concrete deep beams reinforced by basalt fibers
- Optimizing asphalt binder performance with various PET types
- Investigation of the hydraulic characteristics and homogeneity of the microstructure of the air voids in the sustainable rigid pavement
- Enhanced biogas production from municipal solid waste via digestion with cow manure: A case study
- Special Issue: AESMT-7 - Part I
- Preparation and investigation of cobalt nanoparticles by laser ablation: Structure, linear, and nonlinear optical properties
- Seismic analysis of RC building with plan irregularity in Baghdad/Iraq to obtain the optimal behavior
- The effect of urban environment on large-scale path loss model’s main parameters for mmWave 5G mobile network in Iraq
- Formatting a questionnaire for the quality control of river bank roads
- Vibration suppression of smart composite beam using model predictive controller
- Machine learning-based compressive strength estimation in nanomaterial-modified lightweight concrete
- In-depth analysis of critical factors affecting Iraqi construction projects performance
- Behavior of container berth structure under the influence of environmental and operational loads
- Energy absorption and impact response of ballistic resistance laminate
- Effect of water-absorbent polymer balls in internal curing on punching shear behavior of bubble slabs
- Effect of surface roughness on interface shear strength parameters of sandy soils
- Evaluating the interaction for embedded H-steel section in normal concrete under monotonic and repeated loads
- Estimation of the settlement of pile head using ANN and multivariate linear regression based on the results of load transfer method
- Enhancing communication: Deep learning for Arabic sign language translation
- A review of recent studies of both heat pipe and evaporative cooling in passive heat recovery
- Effect of nano-silica on the mechanical properties of LWC
- An experimental study of some mechanical properties and absorption for polymer-modified cement mortar modified with superplasticizer
- Digital beamforming enhancement with LSTM-based deep learning for millimeter wave transmission
- Developing an efficient planning process for heritage buildings maintenance in Iraq
- Design and optimization of two-stage controller for three-phase multi-converter/multi-machine electric vehicle
- Evaluation of microstructure and mechanical properties of Al1050/Al2O3/Gr composite processed by forming operation ECAP
- Calculations of mass stopping power and range of protons in organic compounds (CH3OH, CH2O, and CO2) at energy range of 0.01–1,000 MeV
- Investigation of in vitro behavior of composite coating hydroxyapatite-nano silver on 316L stainless steel substrate by electrophoretic technic for biomedical tools
- A review: Enhancing tribological properties of journal bearings composite materials
- Improvements in the randomness and security of digital currency using the photon sponge hash function through Maiorana–McFarland S-box replacement
- Design a new scheme for image security using a deep learning technique of hierarchical parameters
- Special Issue: ICES 2023
- Comparative geotechnical analysis for ultimate bearing capacity of precast concrete piles using cone resistance measurements
- Visualizing sustainable rainwater harvesting: A case study of Karbala Province
- Geogrid reinforcement for improving bearing capacity and stability of square foundations
- Evaluation of the effluent concentrations of Karbala wastewater treatment plant using reliability analysis
- Adsorbent made with inexpensive, local resources
- Effect of drain pipes on seepage and slope stability through a zoned earth dam
- Sediment accumulation in an 8 inch sewer pipe for a sample of various particles obtained from the streets of Karbala city, Iraq
- Special Issue: IETAS 2024 - Part I
- Analyzing the impact of transfer learning on explanation accuracy in deep learning-based ECG recognition systems
- Effect of scale factor on the dynamic response of frame foundations
- Improving multi-object detection and tracking with deep learning, DeepSORT, and frame cancellation techniques
- The impact of using prestressed CFRP bars on the development of flexural strength
- Assessment of surface hardness and impact strength of denture base resins reinforced with silver–titanium dioxide and silver–zirconium dioxide nanoparticles: In vitro study
- A data augmentation approach to enhance breast cancer detection using generative adversarial and artificial neural networks
- Modification of the 5D Lorenz chaotic map with fuzzy numbers for video encryption in cloud computing
- Special Issue: 51st KKBN - Part I
- Evaluation of static bending caused damage of glass-fiber composite structure using terahertz inspection
Articles in the same Issue
- Regular Articles
- Methodology of automated quality management
- Influence of vibratory conveyor design parameters on the trough motion and the self-synchronization of inertial vibrators
- Application of finite element method in industrial design, example of an electric motorcycle design project
- Correlative evaluation of the corrosion resilience and passivation properties of zinc and aluminum alloys in neutral chloride and acid-chloride solutions
- Will COVID “encourage” B2B and data exchange engineering in logistic firms?
- Influence of unsupported sleepers on flange climb derailment of two freight wagons
- A hybrid detection algorithm for 5G OTFS waveform for 64 and 256 QAM with Rayleigh and Rician channels
- Effect of short heat treatment on mechanical properties and shape memory properties of Cu–Al–Ni shape memory alloy
- Exploring the potential of ammonia and hydrogen as alternative fuels for transportation
- Impact of insulation on energy consumption and CO2 emissions in high-rise commercial buildings at various climate zones
- Advanced autopilot design with extremum-seeking control for aircraft control
- Adaptive multidimensional trust-based recommendation model for peer to peer applications
- Effects of CFRP sheets on the flexural behavior of high-strength concrete beam
- Enhancing urban sustainability through industrial synergy: A multidisciplinary framework for integrating sustainable industrial practices within urban settings – The case of Hamadan industrial city
- Advanced vibrant controller results of an energetic framework structure
- Application of the Taguchi method and RSM for process parameter optimization in AWSJ machining of CFRP composite-based orthopedic implants
- Improved correlation of soil modulus with SPT N values
- Technologies for high-temperature batch annealing of grain-oriented electrical steel: An overview
- Assessing the need for the adoption of digitalization in Indian small and medium enterprises
- A non-ideal hybridization issue for vertical TFET-based dielectric-modulated biosensor
- Optimizing data retrieval for enhanced data integrity verification in cloud environments
- Performance analysis of nonlinear crosstalk of WDM systems using modulation schemes criteria
- Nonlinear finite-element analysis of RC beams with various opening near supports
- Thermal analysis of Fe3O4–Cu/water over a cone: a fractional Maxwell model
- Radial–axial runner blade design using the coordinate slice technique
- Theoretical and experimental comparison between straight and curved continuous box girders
- Effect of the reinforcement ratio on the mechanical behaviour of textile-reinforced concrete composite: Experiment and numerical modeling
- Experimental and numerical investigation on composite beam–column joint connection behavior using different types of connection schemes
- Enhanced performance and robustness in anti-lock brake systems using barrier function-based integral sliding mode control
- Evaluation of the creep strength of samples produced by fused deposition modeling
- A combined feedforward-feedback controller design for nonlinear systems
- Effect of adjacent structures on footing settlement for different multi-building arrangements
- Analyzing the impact of curved tracks on wheel flange thickness reduction in railway systems
- Review Articles
- Mechanical and smart properties of cement nanocomposites containing nanomaterials: A brief review
- Applications of nanotechnology and nanoproduction techniques
- Relationship between indoor environmental quality and guests’ comfort and satisfaction at green hotels: A comprehensive review
- Communication
- Techniques to mitigate the admission of radon inside buildings
- Erratum
- Erratum to “Effect of short heat treatment on mechanical properties and shape memory properties of Cu–Al–Ni shape memory alloy”
- Special Issue: AESMT-3 - Part II
- Integrated fuzzy logic and multicriteria decision model methods for selecting suitable sites for wastewater treatment plant: A case study in the center of Basrah, Iraq
- Physical and mechanical response of porous metals composites with nano-natural additives
- Special Issue: AESMT-4 - Part II
- New recycling method of lubricant oil and the effect on the viscosity and viscous shear as an environmentally friendly
- Identify the effect of Fe2O3 nanoparticles on mechanical and microstructural characteristics of aluminum matrix composite produced by powder metallurgy technique
- Static behavior of piled raft foundation in clay
- Ultra-low-power CMOS ring oscillator with minimum power consumption of 2.9 pW using low-voltage biasing technique
- Using ANN for well type identifying and increasing production from Sa’di formation of Halfaya oil field – Iraq
- Optimizing the performance of concrete tiles using nano-papyrus and carbon fibers
- Special Issue: AESMT-5 - Part II
- Comparative the effect of distribution transformer coil shape on electromagnetic forces and their distribution using the FEM
- The complex of Weyl module in free characteristic in the event of a partition (7,5,3)
- Restrained captive domination number
- Experimental study of improving hot mix asphalt reinforced with carbon fibers
- Asphalt binder modified with recycled tyre rubber
- Thermal performance of radiant floor cooling with phase change material for energy-efficient buildings
- Surveying the prediction of risks in cryptocurrency investments using recurrent neural networks
- A deep reinforcement learning framework to modify LQR for an active vibration control applied to 2D building models
- Evaluation of mechanically stabilized earth retaining walls for different soil–structure interaction methods: A review
- Assessment of heat transfer in a triangular duct with different configurations of ribs using computational fluid dynamics
- Sulfate removal from wastewater by using waste material as an adsorbent
- Experimental investigation on strengthening lap joints subjected to bending in glulam timber beams using CFRP sheets
- A study of the vibrations of a rotor bearing suspended by a hybrid spring system of shape memory alloys
- Stability analysis of Hub dam under rapid drawdown
- Developing ANFIS-FMEA model for assessment and prioritization of potential trouble factors in Iraqi building projects
- Numerical and experimental comparison study of piled raft foundation
- Effect of asphalt modified with waste engine oil on the durability properties of hot asphalt mixtures with reclaimed asphalt pavement
- Hydraulic model for flood inundation in Diyala River Basin using HEC-RAS, PMP, and neural network
- Numerical study on discharge capacity of piano key side weir with various ratios of the crest length to the width
- The optimal allocation of thyristor-controlled series compensators for enhancement HVAC transmission lines Iraqi super grid by using seeker optimization algorithm
- Numerical and experimental study of the impact on aerodynamic characteristics of the NACA0012 airfoil
- Effect of nano-TiO2 on physical and rheological properties of asphalt cement
- Performance evolution of novel palm leaf powder used for enhancing hot mix asphalt
- Performance analysis, evaluation, and improvement of selected unsignalized intersection using SIDRA software – Case study
- Flexural behavior of RC beams externally reinforced with CFRP composites using various strategies
- Influence of fiber types on the properties of the artificial cold-bonded lightweight aggregates
- Experimental investigation of RC beams strengthened with externally bonded BFRP composites
- Generalized RKM methods for solving fifth-order quasi-linear fractional partial differential equation
- An experimental and numerical study investigating sediment transport position in the bed of sewer pipes in Karbala
- Role of individual component failure in the performance of a 1-out-of-3 cold standby system: A Markov model approach
- Implementation for the cases (5, 4) and (5, 4)/(2, 0)
- Center group actions and related concepts
- Experimental investigation of the effect of horizontal construction joints on the behavior of deep beams
- Deletion of a vertex in even sum domination
- Deep learning techniques in concrete powder mix designing
- Effect of loading type in concrete deep beam with strut reinforcement
- Studying the effect of using CFRP warping on strength of husk rice concrete columns
- Parametric analysis of the influence of climatic factors on the formation of traditional buildings in the city of Al Najaf
- Suitability location for landfill using a fuzzy-GIS model: A case study in Hillah, Iraq
- Hybrid approach for cost estimation of sustainable building projects using artificial neural networks
- Assessment of indirect tensile stress and tensile–strength ratio and creep compliance in HMA mixes with micro-silica and PMB
- Density functional theory to study stopping power of proton in water, lung, bladder, and intestine
- A review of single flow, flow boiling, and coating microchannel studies
- Effect of GFRP bar length on the flexural behavior of hybrid concrete beams strengthened with NSM bars
- Exploring the impact of parameters on flow boiling heat transfer in microchannels and coated microtubes: A comprehensive review
- Crumb rubber modification for enhanced rutting resistance in asphalt mixtures
- Special Issue: AESMT-6
- Design of a new sorting colors system based on PLC, TIA portal, and factory I/O programs
- Forecasting empirical formula for suspended sediment load prediction at upstream of Al-Kufa barrage, Kufa City, Iraq
- Optimization and characterization of sustainable geopolymer mortars based on palygorskite clay, water glass, and sodium hydroxide
- Sediment transport modelling upstream of Al Kufa Barrage
- Study of energy loss, range, and stopping time for proton in germanium and copper materials
- Effect of internal and external recycle ratios on the nutrient removal efficiency of anaerobic/anoxic/oxic (VIP) wastewater treatment plant
- Enhancing structural behaviour of polypropylene fibre concrete columns longitudinally reinforced with fibreglass bars
- Sustainable road paving: Enhancing concrete paver blocks with zeolite-enhanced cement
- Evaluation of the operational performance of Karbala waste water treatment plant under variable flow using GPS-X model
- Design and simulation of photonic crystal fiber for highly sensitive chemical sensing applications
- Optimization and design of a new column sequencing for crude oil distillation at Basrah refinery
- Inductive 3D numerical modelling of the tibia bone using MRI to examine von Mises stress and overall deformation
- An image encryption method based on modified elliptic curve Diffie-Hellman key exchange protocol and Hill Cipher
- Experimental investigation of generating superheated steam using a parabolic dish with a cylindrical cavity receiver: A case study
- Effect of surface roughness on the interface behavior of clayey soils
- Investigated of the optical properties for SiO2 by using Lorentz model
- Measurements of induced vibrations due to steel pipe pile driving in Al-Fao soil: Effect of partial end closure
- Experimental and numerical studies of ballistic resistance of hybrid sandwich composite body armor
- Evaluation of clay layer presence on shallow foundation settlement in dry sand under an earthquake
- Optimal design of mechanical performances of asphalt mixtures comprising nano-clay additives
- Advancing seismic performance: Isolators, TMDs, and multi-level strategies in reinforced concrete buildings
- Predicted evaporation in Basrah using artificial neural networks
- Energy management system for a small town to enhance quality of life
- Numerical study on entropy minimization in pipes with helical airfoil and CuO nanoparticle integration
- Equations and methodologies of inlet drainage system discharge coefficients: A review
- Thermal buckling analysis for hybrid and composite laminated plate by using new displacement function
- Investigation into the mechanical and thermal properties of lightweight mortar using commercial beads or recycled expanded polystyrene
- Experimental and theoretical analysis of single-jet column and concrete column using double-jet grouting technique applied at Al-Rashdia site
- The impact of incorporating waste materials on the mechanical and physical characteristics of tile adhesive materials
- Seismic resilience: Innovations in structural engineering for earthquake-prone areas
- Automatic human identification using fingerprint images based on Gabor filter and SIFT features fusion
- Performance of GRKM-method for solving classes of ordinary and partial differential equations of sixth-orders
- Visible light-boosted photodegradation activity of Ag–AgVO3/Zn0.5Mn0.5Fe2O4 supported heterojunctions for effective degradation of organic contaminates
- Production of sustainable concrete with treated cement kiln dust and iron slag waste aggregate
- Key effects on the structural behavior of fiber-reinforced lightweight concrete-ribbed slabs: A review
- A comparative analysis of the energy dissipation efficiency of various piano key weir types
- Special Issue: Transport 2022 - Part II
- Variability in road surface temperature in urban road network – A case study making use of mobile measurements
- Special Issue: BCEE5-2023
- Evaluation of reclaimed asphalt mixtures rejuvenated with waste engine oil to resist rutting deformation
- Assessment of potential resistance to moisture damage and fatigue cracks of asphalt mixture modified with ground granulated blast furnace slag
- Investigating seismic response in adjacent structures: A study on the impact of buildings’ orientation and distance considering soil–structure interaction
- Improvement of porosity of mortar using polyethylene glycol pre-polymer-impregnated mortar
- Three-dimensional analysis of steel beam-column bolted connections
- Assessment of agricultural drought in Iraq employing Landsat and MODIS imagery
- Performance evaluation of grouted porous asphalt concrete
- Optimization of local modified metakaolin-based geopolymer concrete by Taguchi method
- Effect of waste tire products on some characteristics of roller-compacted concrete
- Studying the lateral displacement of retaining wall supporting sandy soil under dynamic loads
- Seismic performance evaluation of concrete buttress dram (Dynamic linear analysis)
- Behavior of soil reinforced with micropiles
- Possibility of production high strength lightweight concrete containing organic waste aggregate and recycled steel fibers
- An investigation of self-sensing and mechanical properties of smart engineered cementitious composites reinforced with functional materials
- Forecasting changes in precipitation and temperatures of a regional watershed in Northern Iraq using LARS-WG model
- Experimental investigation of dynamic soil properties for modeling energy-absorbing layers
- Numerical investigation of the effect of longitudinal steel reinforcement ratio on the ductility of concrete beams
- An experimental study on the tensile properties of reinforced asphalt pavement
- Self-sensing behavior of hot asphalt mixture with steel fiber-based additive
- Behavior of ultra-high-performance concrete deep beams reinforced by basalt fibers
- Optimizing asphalt binder performance with various PET types
- Investigation of the hydraulic characteristics and homogeneity of the microstructure of the air voids in the sustainable rigid pavement
- Enhanced biogas production from municipal solid waste via digestion with cow manure: A case study
- Special Issue: AESMT-7 - Part I
- Preparation and investigation of cobalt nanoparticles by laser ablation: Structure, linear, and nonlinear optical properties
- Seismic analysis of RC building with plan irregularity in Baghdad/Iraq to obtain the optimal behavior
- The effect of urban environment on large-scale path loss model’s main parameters for mmWave 5G mobile network in Iraq
- Formatting a questionnaire for the quality control of river bank roads
- Vibration suppression of smart composite beam using model predictive controller
- Machine learning-based compressive strength estimation in nanomaterial-modified lightweight concrete
- In-depth analysis of critical factors affecting Iraqi construction projects performance
- Behavior of container berth structure under the influence of environmental and operational loads
- Energy absorption and impact response of ballistic resistance laminate
- Effect of water-absorbent polymer balls in internal curing on punching shear behavior of bubble slabs
- Effect of surface roughness on interface shear strength parameters of sandy soils
- Evaluating the interaction for embedded H-steel section in normal concrete under monotonic and repeated loads
- Estimation of the settlement of pile head using ANN and multivariate linear regression based on the results of load transfer method
- Enhancing communication: Deep learning for Arabic sign language translation
- A review of recent studies of both heat pipe and evaporative cooling in passive heat recovery
- Effect of nano-silica on the mechanical properties of LWC
- An experimental study of some mechanical properties and absorption for polymer-modified cement mortar modified with superplasticizer
- Digital beamforming enhancement with LSTM-based deep learning for millimeter wave transmission
- Developing an efficient planning process for heritage buildings maintenance in Iraq
- Design and optimization of two-stage controller for three-phase multi-converter/multi-machine electric vehicle
- Evaluation of microstructure and mechanical properties of Al1050/Al2O3/Gr composite processed by forming operation ECAP
- Calculations of mass stopping power and range of protons in organic compounds (CH3OH, CH2O, and CO2) at energy range of 0.01–1,000 MeV
- Investigation of in vitro behavior of composite coating hydroxyapatite-nano silver on 316L stainless steel substrate by electrophoretic technic for biomedical tools
- A review: Enhancing tribological properties of journal bearings composite materials
- Improvements in the randomness and security of digital currency using the photon sponge hash function through Maiorana–McFarland S-box replacement
- Design a new scheme for image security using a deep learning technique of hierarchical parameters
- Special Issue: ICES 2023
- Comparative geotechnical analysis for ultimate bearing capacity of precast concrete piles using cone resistance measurements
- Visualizing sustainable rainwater harvesting: A case study of Karbala Province
- Geogrid reinforcement for improving bearing capacity and stability of square foundations
- Evaluation of the effluent concentrations of Karbala wastewater treatment plant using reliability analysis
- Adsorbent made with inexpensive, local resources
- Effect of drain pipes on seepage and slope stability through a zoned earth dam
- Sediment accumulation in an 8 inch sewer pipe for a sample of various particles obtained from the streets of Karbala city, Iraq
- Special Issue: IETAS 2024 - Part I
- Analyzing the impact of transfer learning on explanation accuracy in deep learning-based ECG recognition systems
- Effect of scale factor on the dynamic response of frame foundations
- Improving multi-object detection and tracking with deep learning, DeepSORT, and frame cancellation techniques
- The impact of using prestressed CFRP bars on the development of flexural strength
- Assessment of surface hardness and impact strength of denture base resins reinforced with silver–titanium dioxide and silver–zirconium dioxide nanoparticles: In vitro study
- A data augmentation approach to enhance breast cancer detection using generative adversarial and artificial neural networks
- Modification of the 5D Lorenz chaotic map with fuzzy numbers for video encryption in cloud computing
- Special Issue: 51st KKBN - Part I
- Evaluation of static bending caused damage of glass-fiber composite structure using terahertz inspection