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Deep learning techniques in concrete powder mix designing

  • Karam Ali Hadi and Aseel Sultan Ridha EMAIL logo
Published/Copyright: March 8, 2024
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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.

(1) f cm = A 1 , 2 ( C / W ± 0.5 ) ( MPa ) ,

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.

(2) W = C w c + K w k ,

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).

(3) C / μ c + K / μ k + W = 1 , 000 [ d m 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.

Figure 1 
                  Convolution neural networks.
Figure 1

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.

Figure 2 
               Exact CNNs structure.
Figure 2

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].
Figure 3

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.

Figure 4 
               The grading curves.
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.

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.

Table 2

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.

Figure 5 
               Flowchart for the proposed system.
Figure 5

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.

Figure 6 
               Accuracy of classification and prediction of cement ratio system.
Figure 6

Accuracy of classification and prediction of cement ratio system.

Figure 7 
               Comparison of the overfitting cases.
Figure 7

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.

Table 3

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.

Table 4

Comparison results with literature research

No. 1 reference Methods (accuracy 100%) MSE Max. error
1 [14] AdaBoost regression 78% 96.84 20.44
2 [15] Multi-layer perceptron 90% 46.82 20.84
3 [17] Decision tree regression 94 26.09 21.20
4 Our proposed system CNN 98.6% 10.06 10.7

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.

  1. 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.

  2. Conflict of interest: There is no conflict of interest with anyone related to the subject of the manuscript or any competing interest.

  3. 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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Received: 2023-06-08
Revised: 2023-12-27
Accepted: 2024-01-09
Published Online: 2024-03-08

© 2024 the author(s), published by De Gruyter

This work is licensed under the Creative Commons Attribution 4.0 International License.

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  111. Optimization and design of a new column sequencing for crude oil distillation at Basrah refinery
  112. Inductive 3D numerical modelling of the tibia bone using MRI to examine von Mises stress and overall deformation
  113. An image encryption method based on modified elliptic curve Diffie-Hellman key exchange protocol and Hill Cipher
  114. Experimental investigation of generating superheated steam using a parabolic dish with a cylindrical cavity receiver: A case study
  115. Effect of surface roughness on the interface behavior of clayey soils
  116. Investigated of the optical properties for SiO2 by using Lorentz model
  117. Measurements of induced vibrations due to steel pipe pile driving in Al-Fao soil: Effect of partial end closure
  118. Experimental and numerical studies of ballistic resistance of hybrid sandwich composite body armor
  119. Evaluation of clay layer presence on shallow foundation settlement in dry sand under an earthquake
  120. Optimal design of mechanical performances of asphalt mixtures comprising nano-clay additives
  121. Advancing seismic performance: Isolators, TMDs, and multi-level strategies in reinforced concrete buildings
  122. Predicted evaporation in Basrah using artificial neural networks
  123. Energy management system for a small town to enhance quality of life
  124. Numerical study on entropy minimization in pipes with helical airfoil and CuO nanoparticle integration
  125. Equations and methodologies of inlet drainage system discharge coefficients: A review
  126. Thermal buckling analysis for hybrid and composite laminated plate by using new displacement function
  127. Investigation into the mechanical and thermal properties of lightweight mortar using commercial beads or recycled expanded polystyrene
  128. Experimental and theoretical analysis of single-jet column and concrete column using double-jet grouting technique applied at Al-Rashdia site
  129. The impact of incorporating waste materials on the mechanical and physical characteristics of tile adhesive materials
  130. Seismic resilience: Innovations in structural engineering for earthquake-prone areas
  131. Automatic human identification using fingerprint images based on Gabor filter and SIFT features fusion
  132. Performance of GRKM-method for solving classes of ordinary and partial differential equations of sixth-orders
  133. Visible light-boosted photodegradation activity of Ag–AgVO3/Zn0.5Mn0.5Fe2O4 supported heterojunctions for effective degradation of organic contaminates
  134. Production of sustainable concrete with treated cement kiln dust and iron slag waste aggregate
  135. Key effects on the structural behavior of fiber-reinforced lightweight concrete-ribbed slabs: A review
  136. A comparative analysis of the energy dissipation efficiency of various piano key weir types
  137. Special Issue: Transport 2022 - Part II
  138. Variability in road surface temperature in urban road network – A case study making use of mobile measurements
  139. Special Issue: BCEE5-2023
  140. Evaluation of reclaimed asphalt mixtures rejuvenated with waste engine oil to resist rutting deformation
  141. Assessment of potential resistance to moisture damage and fatigue cracks of asphalt mixture modified with ground granulated blast furnace slag
  142. Investigating seismic response in adjacent structures: A study on the impact of buildings’ orientation and distance considering soil–structure interaction
  143. Improvement of porosity of mortar using polyethylene glycol pre-polymer-impregnated mortar
  144. Three-dimensional analysis of steel beam-column bolted connections
  145. Assessment of agricultural drought in Iraq employing Landsat and MODIS imagery
  146. Performance evaluation of grouted porous asphalt concrete
  147. Optimization of local modified metakaolin-based geopolymer concrete by Taguchi method
  148. Effect of waste tire products on some characteristics of roller-compacted concrete
  149. Studying the lateral displacement of retaining wall supporting sandy soil under dynamic loads
  150. Seismic performance evaluation of concrete buttress dram (Dynamic linear analysis)
  151. Behavior of soil reinforced with micropiles
  152. Possibility of production high strength lightweight concrete containing organic waste aggregate and recycled steel fibers
  153. An investigation of self-sensing and mechanical properties of smart engineered cementitious composites reinforced with functional materials
  154. Forecasting changes in precipitation and temperatures of a regional watershed in Northern Iraq using LARS-WG model
  155. Experimental investigation of dynamic soil properties for modeling energy-absorbing layers
  156. Numerical investigation of the effect of longitudinal steel reinforcement ratio on the ductility of concrete beams
  157. An experimental study on the tensile properties of reinforced asphalt pavement
  158. Self-sensing behavior of hot asphalt mixture with steel fiber-based additive
  159. Behavior of ultra-high-performance concrete deep beams reinforced by basalt fibers
  160. Optimizing asphalt binder performance with various PET types
  161. Investigation of the hydraulic characteristics and homogeneity of the microstructure of the air voids in the sustainable rigid pavement
  162. Enhanced biogas production from municipal solid waste via digestion with cow manure: A case study
  163. Special Issue: AESMT-7 - Part I
  164. Preparation and investigation of cobalt nanoparticles by laser ablation: Structure, linear, and nonlinear optical properties
  165. Seismic analysis of RC building with plan irregularity in Baghdad/Iraq to obtain the optimal behavior
  166. The effect of urban environment on large-scale path loss model’s main parameters for mmWave 5G mobile network in Iraq
  167. Formatting a questionnaire for the quality control of river bank roads
  168. Vibration suppression of smart composite beam using model predictive controller
  169. Machine learning-based compressive strength estimation in nanomaterial-modified lightweight concrete
  170. In-depth analysis of critical factors affecting Iraqi construction projects performance
  171. Behavior of container berth structure under the influence of environmental and operational loads
  172. Energy absorption and impact response of ballistic resistance laminate
  173. Effect of water-absorbent polymer balls in internal curing on punching shear behavior of bubble slabs
  174. Effect of surface roughness on interface shear strength parameters of sandy soils
  175. Evaluating the interaction for embedded H-steel section in normal concrete under monotonic and repeated loads
  176. Estimation of the settlement of pile head using ANN and multivariate linear regression based on the results of load transfer method
  177. Enhancing communication: Deep learning for Arabic sign language translation
  178. A review of recent studies of both heat pipe and evaporative cooling in passive heat recovery
  179. Effect of nano-silica on the mechanical properties of LWC
  180. An experimental study of some mechanical properties and absorption for polymer-modified cement mortar modified with superplasticizer
  181. Digital beamforming enhancement with LSTM-based deep learning for millimeter wave transmission
  182. Developing an efficient planning process for heritage buildings maintenance in Iraq
  183. Design and optimization of two-stage controller for three-phase multi-converter/multi-machine electric vehicle
  184. Evaluation of microstructure and mechanical properties of Al1050/Al2O3/Gr composite processed by forming operation ECAP
  185. 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
  186. Investigation of in vitro behavior of composite coating hydroxyapatite-nano silver on 316L stainless steel substrate by electrophoretic technic for biomedical tools
  187. A review: Enhancing tribological properties of journal bearings composite materials
  188. Improvements in the randomness and security of digital currency using the photon sponge hash function through Maiorana–McFarland S-box replacement
  189. Design a new scheme for image security using a deep learning technique of hierarchical parameters
  190. Special Issue: ICES 2023
  191. Comparative geotechnical analysis for ultimate bearing capacity of precast concrete piles using cone resistance measurements
  192. Visualizing sustainable rainwater harvesting: A case study of Karbala Province
  193. Geogrid reinforcement for improving bearing capacity and stability of square foundations
  194. Evaluation of the effluent concentrations of Karbala wastewater treatment plant using reliability analysis
  195. Adsorbent made with inexpensive, local resources
  196. Effect of drain pipes on seepage and slope stability through a zoned earth dam
  197. Sediment accumulation in an 8 inch sewer pipe for a sample of various particles obtained from the streets of Karbala city, Iraq
  198. Special Issue: IETAS 2024 - Part I
  199. Analyzing the impact of transfer learning on explanation accuracy in deep learning-based ECG recognition systems
  200. Effect of scale factor on the dynamic response of frame foundations
  201. Improving multi-object detection and tracking with deep learning, DeepSORT, and frame cancellation techniques
  202. The impact of using prestressed CFRP bars on the development of flexural strength
  203. Assessment of surface hardness and impact strength of denture base resins reinforced with silver–titanium dioxide and silver–zirconium dioxide nanoparticles: In vitro study
  204. A data augmentation approach to enhance breast cancer detection using generative adversarial and artificial neural networks
  205. Modification of the 5D Lorenz chaotic map with fuzzy numbers for video encryption in cloud computing
  206. Special Issue: 51st KKBN - Part I
  207. Evaluation of static bending caused damage of glass-fiber composite structure using terahertz inspection
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