Evaluation of water life cycle in production and implementation of Autoclaved Aerated Concrete (AAC), Non-Autoclaved Aerated Concrete (NAAC), Cellular Light Weight Concrete (CLC) blocks and prioritization with multi-criteria decision systems: Case study of production units in Mashhad City, Iran

Due to the development of the construction industry and the rapid growth of the construction industry, the consequences of the boundless human interventions in nature and the environment gradually became apparent. In line with these efforts, the concept of sustainable development was considered by the World Commission on Environment and Development, which means meeting the needs of the present generation without compromising the ability of the next generation to meet their needs. The present study intends to evaluate water consumption in the production and implementation of three types of high-consumption and competing blocks containing Autoclaved Aerated Concrete (AAC), Non-Autoclaved Aerated Concrete (NAAC), Cellular Light Weight Concrete (CLC) in the Iranian construction industry. Case studies were conducted on well-known factories approved by Standard Company in Mashhad, water consumption in the mentioned blocks was evaluated and compared during the production and implementation process. At the end of the study, the measured values were used as raw data for multi-criteria decision analysis of the Analytic Hierarchy Process (AHP), The Technique for Order of Preference by Similarity to Ideal Solution (TOPSIS), and ELimination Et Choix Traduisant la REalité (ELECTRE). The comparisons showed that the highest amount of water consumption belongs to the AAC block, and the lowest amount belongs to the CLC block. This conclusion indicates that the production of CLC block in terms of planning to conserve water resources is most in line with sustainable development policies.


Introduction
The fi rst historical reports about using lightweight concrete and lightweight materials date back to ancient times.
The Romans used pumice, a lightweight material, to build the Pantheon temple and the Colosseum Stadium. The use of lightweight concrete entered a new phase after the production of synthetic and processed lightweight aggregates in the early twentieth century. In 1918, Hayde used a rotary kiln to expand shale and clay, producing synthetic aggregates that were used to make concrete. Commercial production of expanded overhangs also began in 1928 [1][2][3][4][5][6][7][8][9][10]. One of the important issues and concerns in design, calculation, and construction is the structure›s weight to withstand earthquake forces better [7,8]. Since all buildings today are made of metal or concrete, partitions and interior walls only play the role of separating the space. The lighter the materials used, the direct impact on reducing the weight of the structure. Therefore, replacing Autoclaved Aerated Concrete (AAC or Heblex) blocks with ordinary bricks and pottery is very effective in achieving this.
The present study intends to compare the life cycle of these competitors in the consumer market of Iran›s construction industry from the approach of water consumption in production and execution. The results of futures studies show that all industries will face limitations according to the type of water consumption in the coming years. Future resource constraints will drive governments› management policies to support water-scarce sectors further. In other words, the evidence suggests that the future incentive systems of the industry will be based on optimizing water consumption in production and implementation. The present study has used LCA (Life Cycle Assessment) method to evaluate this issue.
2. Evaluating and listing the inventory of outputs and inputs.
3. Evaluating the water consumption of the data presented at the inputs. 4. Interpret the results and make suggestions.
The scope of the project is in the production cycle of AAC, NACC, and Cellular Light Weight Concrete (CLC) block factories. The process of producing blocks is up to more than 80% similar, so the comparison of water consumption in their production is divided into six stages ( Figure 1) as follows:  In a study, Bihatia (2014) Comparing AAC and VSBK Brick blocks, concluded that the AAC block consumes 400 liters of water per cubic meter. This is while the water consumption for the production of VSBK block is 420 liters per cubic meter, which is 5% more than the AAC block [7]. In another study by Chusid, et al. (2009) [4], a qualitative comparison in the evaluation of the life cycle of AAC blocks and Burnt Clay Bricks in the block execution stage shows that the AAC compared to clay blocks during the execution process. It has a signifi cant amount of optimization in water consumption. Another study by Satyanarayara at Hyderabad University of Technology found that AAC blocks optimized water consumption by 50% during the curing phase compared to other conventional brick blocks processed in India [5]. The results of research conducted by the Clean Development Mechanism in the United States show [6] that the amount of mixed water consumption per cubic meter of AAC block is 370 kg and the amount of water consumed as steam (recoverable) is 90 kg. The study also intends to fi rst compare the amount of water consumption in each of the six stages of production and then evaluate and compare the water consumption of the blocks in the implementation stage. At the end of this study, using multi-criteria decisionmaking systems, these blocks are prioritized in terms of water effi ciency. It should be noted that the measurements were made in production units in Mashhad.

Comparison of water consumption of AAC, NAAC, and CLC blocks in the production stage
Before analyzing and comparing the water consumption in different parts of the production of the mentioned blocks, it should be noted that the lightning operation in the blocks is possible in two methods as follows: • Method 1: using bubbling techniques such as aluminum powder, pores can be created inside the blocks, and this bubbling can reduce the specifi c gravity of the block and create lightweight concrete. In fact, this technique requires only half the volume of the concrete mold, and the rest is done by bubbling (AAC and NAAC blocks).
• Method 2: In the next method, there is a minor bubbling operation, and the production process requires materials equal to the volume of the molds. But the consumables include cellulose light fi bers, which, together with the liquid protein foam, is the lightning agent of the blocks.
Of course, it should be noted that this method also uses fl oor builders, but these fl oor builders do not cause a signifi cant increase in volume because the dimensions of their bubbles are between 0.3 mm to 0.8 mm and weigh a maximum of 90 grams per liter (CLC block).

Comparison in mixing and processing stage
One of the main differences between AAC blocks and NAAC and CLC blocks in the mixing and processing stage is the use of lime and gypsum during the production of Heblex.
Experiments show that lime and gypsum have a signifi cant role in water absorption in the mixture of materials in concrete mixers. This is while, during the production process, lime and gypsum are prepared and purchased in limestone and gypsum.
(For economic optimization) Water is used for crushing the lime, and the measurement results show that this process consumes 300 ml of water per 1 kg of limestone. However, it should be noted that the effl uent leftover from this process can be recovered during the concrete processing process in the mixers. The complete results of the comparisons are described in Table 1.
It should be noted that the amount of water used in the production of blocks can vary according to the management and technical policies of companies; In fact, it has been observed in many controls that economic issues such as fl uctuations in material prices can cause major changes in the mixing design.
It is worth mentioning that the factories producing building blocks (case studies: Mashhad factories) are fed by well water.
Therefore, the process of water purifi cation and processing as described in Figure 2 should be done on it.

Comparison in the molding stage
The molding section has a clear method in the production of all three types of blocks, with the difference that in the molding of light type 1 blocks (NAAC and AAC), the mold is not fi lled, and the fi lling rate of the mold is a function of the amount of aluminum powder used and density The fi nal is the block, but in type 2 blocks (foam concrete and CLC), the formwork is completely fi lled, and the overall volume can be ignored due to the formation of bubbles. This part of the production operation has a highlighted point which is about the possibility of power outages, lack of proper quality of materials to use, production control policies, and any other factor that interferes with the production of lightweight concrete (mixing and processing operations) during the process, leads to waste generation.
The management of this waste, which is actually nonstandard concrete, is done with the help of water. According to the management policies of the producer, this wastewater can be recovered. In a case study of the Razavi Heblex factory (Mashhad), it was observed that there are channels for circulating the effl uent water fl ow into the production network, which greatly optimizes water consumption. In fact, this policy leads to a closed cycle whose input will be less than when wastewater is not used. The results of the comparisons in the molding stage are described in Table 2.

Comparison in the casting stage
In the casting stage of these blocks, after heating to a temperature of about 70 ° C and creating a residence time to form hydrogen bubbles, the swelling operation occurs. But the remarkable thing about this is the non-uniform swelling of the block surfaces. In other words, after swelling, the surfaces of that block are distorted Figure 3. And this distortion must be smoothed out using leveling systems. Therefore, it can be concluded that after the smoothing process, the surface of the waste will appear, which must be managed by water. It is worth mentioning that the manufacturer always has a risk in adding materials, including aluminum powder. The reason for the risk is that if the molding to the desired level of the mold is not done correctly and completely, the whole mold will turn into waste; therefore, the design of processing, molding and casting processes is Over design, and with the help of this solution, the coeffi cient of economic risk is reduced. The results of the casting stage comparisons are as described in Table 3.

Comparison in the cutting stage
After the casting process, the blocks must be cut to prepare for the fi nal operation. At this stage of the process, it should be noted that the amount of sawdust produced is a function of the dimensions of the requested block and the size of the concreting molds. In a case study, it was found that the Razavi block needs more longitudinal and transverse sections due to the larger dimensions of the molds and more variety in the production blocks, so it can be concluded that it produces more sawdust. The created sawdust management system is water-dependent, which is recovered properly in the mentioned production factories. The results of the cutting stage comparisons are described in Table 4.

Comparison in the curing stage
The autoclave stage only applies to AAC blocks, and the NAAC and CLC blocks do not have a steam curing stage. Research shows that the tank of the autoclave consumes 60-70 liters/day of water. In addition, it should be noted that the adsorption of moisture is done only by the solids of the blocks. However, practical studies and measurements show that about 20% of the volume of solids performs adsorption. The amount absorbed per cubic meter of a block is less than 1 liter, which can be ignored. For this reason, water consumption inside the autoclave is considered recoverable. It should be noted that after the autoclave process, the blocks stick to each other under high pressure, and it is necessary to add the separation step to the production process. During the separation phase, waste is generated that is managed by water. The steps of curing operations are described in Table 5.

Transportation and packaging
The transfer and packing process is done under the same

Comparison of water consumption of construction industry executive blocks in the implementation phase
In this part of the research, a comparison was made between AAC, NAAC, CLC, hollow brick, and fi re brick in terms of water consumption during execution. It should be noted that the measurements were done practically by the present study, and the studied projects in different parts of the city were randomly selected. For each of the blocks, two projects were reviewed, and the comparison values were averaged in Table 6.
It is worth noting that the measured values have been modifi ed by the engineering judgment method. To prioritize the blocks, criteria such as water consumption in the stages of processing and mixing, molding, casting, cutting, curing, separation, packaging and transfer, preinstallation, and post-installation have been used. AHP analysis was performed by Expert Choice 11 software using numerical and logical judgments, and also ELECTERE and Topsis methods were performed using Excel. The sensitive analysis paper is illustrated in Figure 5.

Ranking of water consumption in AAC, NAAC, and CLC blocks
CLC blocks have less consumption of water in construction, especially when using other materials as an aggregate [15].
The water-safe property of the lightweight EPS 1 block is acceptable and it is valuable in development work [16]. Due to their porous nature, lightweight aggregates have been shown to exhibit thermal properties that are advantageous when used in building materials such as lightweight concrete [17]. Using WPGA 2 as an aggregate can be a solution to produce energyeffi cient buildings [18]. From the experiments, it can be deduced that, generally, lightweight concretes have better thermal performance than normal-weight concrete [19]. The outcomes of another research contribute to the upcoming paradigm shift

Conclusion
No industry can be stable without the support of water resources. In fact, different industries are directly and indirectly dependent on water resources. The water crisis threatens the future of all industries. The increasing trend of water resource constraints indicates that management systems seek to direct their policies to support industries that conserve as much water resources as possible. The present study has compared partition walls in the construction industry by the LCA method, in terms of water consumption in production and execution, in three types of materials AAC, NAAC, CLC. At the beginning of the research, the products of 5 well-known industrial units were studied in the production of the desired blocks, and for the product of each of the factories, the water consumption The base is compacted lime, and before implementation, the water absorption operation must be completely immersed in water Percentage of water absorption A2 This is very common for better setting of cement and brick blocks; while it should be noted that the amount of water required is less than fi re brick, but this difference can be ignored because the mortar is more in this block 15 liters per square meter Execution of this block creates a smoother wall. So its gypsum mortar has a thickness of about 1.5 cm. So it consumes an average of 2 liters of water per square meter of W.D. = Water Damand Percentage of water absorption = (( Ww-Wd)/ Wd )*100 A1= 24.5% A2= 20.5% life cycle was evaluated and compared. In the continuation of the research, AAC, NAAC, CLC, and two other brick types were compared. In the last step, the blocks were prioritized in terms of water consumption using AHP, ELECTERE, and Topsis multicriteria decision-making methods. The results show that the highest water consumption in the production and execution of blocks is related to AAC, NAAC, and CLC, respectively.