Use of Natural-Fiber Bio-Composites in Construction versus Traditional Solutions: Operational and Embodied Energy Assessment

materials Article Use of Natural-Fiber Bio-Composites in Construction versus Traditional Solutions: Operational and Embodied Energy Assessment Carmen Galan-Marin *, Carlos Rivera-Gomez and Antonio Garcia-Martinez Institute of Architecture and Construction Science, University of Seville, Seville 41012, Spain; [email protected] (C.R.-G.); [email protected] (A.G.-M.) *Correspondence: [email protected]; Tel.: +34-954-556591 Academic Editor: Kim L. Pickering Received: 20 April 2016; Accepted: 8 June 2016; Published: 13 June 2016 Abstract: During the last decades natural polymers have become more and more frequent to replace traditional inorganic stabilizers in building materials. The purpose of this research is to establish a comparison between the most conventional building material solutions for load-bearing walls and a type of biomaterial. This comparison will focus on load-bearing walls as used in a widespread type of twentieth century dwelling construction in Europe and still used in developing countries nowadays. To carry out this analysis, the structural and thermal insulation characteristics of different construction solutions are balanced. The tool used for this evaluation is the life cycle assessment throughout the whole lifespan of these buildings. This research aims to examine the environmental performance of each material assessed: fired clay brick masonry walls (BW), concrete block masonry walls (CW), and stabilized soil block masonry walls (SW) stabilized with natural fibers and alginates. These conventional and new materials are evaluated from the point of view of both operational and embodied energy. Keywords: life cycle assessment; operational energy; embodied energy; natural composites; natural fibers; sustainability; load bearing walls 1. Introduction Spain is, among other countries, a signatory of the United Nations Commission on Sustainable Development (CSD). As stated by the organizing committee of the 2015 United Nations Climate Change Conference, COP 21 or CMP 11 that was held in Paris, from the outset of the talks, the expected key result was an agreement to set a goal of limiting global warming to less than two degrees Celsius ( ˝ C) compared to pre-industrial levels [ 1 ]. The construction sector has a significant impact on the environment [ 2 ]. According to some studies, around 20% of the total impacts are related to manufacturing, construction, demolition processes, and final disposal of building materials, elements and systems [3], but the operational energy is, in many cases, considered the most significant aspect. Energy in buildings can be categorized into two types: firstly by energy for the maintenance/servicing of a building during its useful life, namely operational energy (O.E.) and, secondly, by energy capital that goes into production of a building using various building materials, named embodied energy (E.E.). Study of both types of energy consumption is required for a complete understanding of building energy needs. Embodied energy of buildings can vary over wide limits depending upon the choice of building materials and building techniques. Reinforced concrete walls, fired clay brick masonry, concrete block masonry, bream and block slabs represent common conventional systems forming the main structure of buildings in Spain. Similar building systems can be found in many other developed and developing countries. Alternative building technologies, Materials 2016,9, 465; doi:10.3390/ma9060465 www.mdpi.com/journal/materials Materials 2016,9, 465 2 of 17 such as stabilized soil blocks, can be used for minimizing the embodied energy of buildings [ 4 – 10 ]. Generally, the materials used for the structure of buildings represent more than 50% of the embodied energy in the building [ 11 ]. In this sense, the use of alternative materials, such as mortar/concrete blocks, stabilized soil blocks, or fly-ashes, instead of materials with a high embodied energy, such as reinforced concrete, could save 20% of the cumulative energy over a 50-year life cycle [ 12 ]. In addition, recycling building materials [ 13 , 14 ] is essential to reduce the embodied energy in the building. For instance, the use of recycled steel and aluminum saves more than 50% in embodied energy [15]. There are many studies in the literature dealing with energy analysis in buildings [ 16 ], some of them have been published thus far on the evaluation of environmental impacts using a life cycle assessment (LCA) tool on the operational energy in the life cycle of residential dwellings. These studies have appeared during the last 10 years [ 17 , 18 ]. Furthermore, in different countries some other LCA case studies for operational energy of residential dwellings were performed, as in the following examples: Sartori and Hestnes [ 19 ] performed a literature survey on buildings’ life cycle energy use of 60 cases from nine countries. This study concluded that operating energy represents by far the largest part of energy demand in a building during its life cycle. Ortiz et al. [ 20 ] have applied LCA methodology to evaluate environmental impacts on a Spanish Mediterranean house located in Barcelona with a total area of 160 m 2 and a projected 50-year life span. The same authors studied [ 21 ] the importance of operational energy in life cycle assessment (LCA). The comparison was applied within the residential building sector for two buildings, one in a developed country (Spain), and one in a developing country (Colombia). Chung et al. [ 22 ] conducted an energy input–output (E-IO) analysis in Korea. The results showed that accounting for energy intensities and greenhouse gas (GHG) emission intensities is becoming an essential step in proper understanding of the energy usage structure. Thormark [ 23 ], in Sweden, analyzed, within its CEPHEUS project (cost efficient passive houses as European standard) in the European Thermie program, on how far the design phase of housing was relevant with regard to reducing operational energy and how the choice of building materials may affect both embodied energy and recycling potential during the 50-year life span of the building. Stephan and Stephan [ 24 ] quantized the life cycle energy and cost requirements associated with 22 different energy-reduction measures targeting embodied, operational, and user-transport requirements. It evaluates a case study apartment building in Sehaileh, Lebanon. Koesling et al. [ 25 ] established a model valid for various types of building sector and applied it to estimate the amount of embodied energy in the building envelopes of 20 dairy farms in Norway. Guan et al. [ 26 ] studied the energy used in all three phases of construction, operation, and demolition of eight residential buildings in and around Brisbane, Queensland, Australia. It was found that the main contribution to the operational energy in residential buildings comes from the use of general appliances in homes. Brown et al. [ 27 ] analyzed how to mitigate climate change through operational energy reduction in existing Swedish residential buildings. Zhu et al. [ 28 ] developed a new optimization method for building envelope design in order to get the lowest carbon emissions of building operational energy consumption using an orthogonal experimental design. Pinky and Sivakumar [ 29 ] presented a case study of life cycle energy analysis of a residential development consisting of 96 identical apartment-type homes located in Southern India. They considered that the life cycle energy of the building includes the construction energy, operational energy and demolition energy. Construction refers to initial construction as well as recurring maintenance and repair work. Praseeda et al. [ 30 ] discussed the embodied energy and operational energy assessment of a few residential buildings in different climatic locations in India. The study shows that the balance of O.E. and E.E. in LCA greatly depends upon the types of materials used in construction and extent of space Materials 2016,9, 465 3 of 17 conditioning adopted. In some cases E.E. can exceed O.E. in the whole life cycle. Buildings with reinforced concrete frames and monolithic reinforced concrete walls have very high E.E. Stephan et al. [ 31 ] presented a framework which takes into account energy requirements at the building scale, i.e., the embodied and operational energy of the building and its refurbishment, and at the city scale, i.e., the embodied energy of nearby infrastructures and the transport energy (direct and indirect) of its users. This framework has been implemented through the development of a software tool which allows the rapid analysis of the life cycle energy demand of buildings at different scales. Islam et al. [ 32 ] described the life cycle assessment and life cycle cost analysis of a typical Australian house under the design phase in their paper. The implications of life cycle environmental impacts and life cycle costs were evaluated and the optimum assemblage design is reported using an optimization algorithm. A set of best solutions is found depending on different factors: the model assumptions, range of environmental and economic indicators considered, and the chosen quantitative criteria. Iddon and Firth [ 33 ] developed a building information model (BIM) tool to simultaneously estimate embodied and operational carbon over a 60 year life span for a typical four bedroom detached house. Using the tool, four different construction scenarios are evaluated, representing a range of current construction methods used in present day house buildings in the UK. Finally, Ibn-Mohammed et al. [ 34 ] took a retrospective approach to critically review the relationship between embodied and operational emissions over the lifecycle of buildings in their paper. This is done to highlight and demonstrate the increasing proportion of embodied emissions, which is a consequence of the efforts to decrease operational emissions. The current study takes an environmental perspective when comparing various conventional technologies for building walls to others that use new low-impact materials. By identifying and quantifying the materials used in the manufacturing and construction processes and the consequent operational energy, by applying LCA methodology, we identify the environmental impact of each alternative building material studied. Therefore, the aim of this research is to compare the environmental aspects and potential impact associated with the construction, maintenance, use, and disposal of walls in three-storey buildings, determining the option with the lowest negative impact in relation to insulation and material characteristics. A life cycle assessment was made of three models of housing blocks erected with load-bearing walls that varied according to their material structure. The options compared involved conventional and unconventional building materials. There are several previous studies above mentioned comparing different structural system in terms of LCA, but tend to focus just in one of the aspects. This study implements three different kinds of parameters in a single case study, the structural comparison, the material comparison, and the environmental comparison. The last variable included is to compare the results in two real climate conditions and real scenarios. The aim of this research is to determinate which material type produces the least environmental impact during the different stages of its life cycle. The purpose in this article is to demonstrate the relationship between materiality, architecture, and design, and the environmental impact produced by different construction systems. In order to establish this relationship, life cycle assessment is the tool used to analyze the environmental impact produced by the construction materials studied in its life cycle. The main limitations of the study are related to the variables used. Only two alternatives to the stabilized earth block have been selected, being the most widely used materials in this kind of load-bearing wall. A specific building type has been chosen as a case study, whereas this decision comes from the abundance of its use in Europe in the twentieth century. Two climate scenarios have been selected, the most different ones among the Spanish climate zones. Just one type of insulating material has been introduced, being the most used in this type of construction solutions. Previous studies, comparing three different insulation materials, provided no significant differences in results, increasing the complexity of the data presentation and understanding. Materials 2016,9, 465 4 of 17 2. Case Study 2.1. Building Description The case study is a typical apartment block, very common in the European scenario and a scheme widely used for social housing in the last century. The building is a three-storey case (maximum height allowed in social housing in Spain that does not require the introduction of an elevator) and a typical distribution of two apartments per floor (see Figure 1), balancing the use of the common space versus housing spaces. Surface area per floor is 147.83 m 2 , so the total built area of the building is 443.49 m 2 , with a total of six houses. It is a mixed-structure building: façade load-bearing walls and inner concrete pillars. The floor slabs are a beam and block system and reinforced concrete beams, thus optimizing the structural function of the materials used in the envelope walls, while the pillars inside allow a free design of the interior plant. Materials 2016, 9, 465 4 o f 16 2. Case Study 2.1. Building Description The case study is a typical apartment block, very common in the European scenario and a scheme widely used for social housing in the last century. The building is a three-storey case (maximum height allowed in social housing in Spain that does not require the introduction of an elevator) and a typical distribution of two apartments per floor (see Figure 1), balancing the use of the common space versus housing spaces. Surface area per floor is 147.83 m2, so the total built area of the building is 443.49 m2, with a total of six houses. It is a mixed-structure building: façade load-bearing walls and inner concrete pillars. The floor slabs are a beam and block system and reinforced concrete beams, thus optimizing the structural function of the materials used in the envelope walls, while the pillars inside allow a free design of the interior plant. Figure 1. Building plan of the analyzed case study. In order to analyze the influence of the construction materials, several material options for the façade load-bearing walls have been studied. The different building construction systems used are BW (fired brick walls); CW (concrete block walls); and SW (stabilized soil walls). These systems are detailed in the next section. Inner concrete pillars are considered for all three cases. All of the ACV calculations are done according to ISO 14040 [35] and ISO 14044 [36], which implies a 50 year lifespan of the building. For the purpose of our study, the building is located in Spain. In order to analyze the influence of the operational energy demand, the building is located in two different Spanish climates (see Figure 2). These climates are named Location 1, corresponding to the Mediterranean climate and Location 2, corresponding to the inner continental areas of the peninsula. The thicknesses of the load bearing walls have been calculated in order to mechanically respond to the loads of the different levels. The insulation thickness has been calculated for all three types of materials and both climates considered in order to meet the standards for the building envelope U values. The software used to establish the structure of the models proposed is CYPECAD. Madrid (Spain) (2015) [37], which is used for the analysis and design of building structures in homes, buildings, and civil engineering projects that have horizontal and vertical loads. This program is adapted to international regulations and automatically generates hypotheses for any user-defined combination according to the stated premises. Users can also define their own project situations to personalize the combinations to be taken into account in the calculations for the structural elements of the project. Entering data, such as the physical parameters of the different materials and the building characteristics, in the software gives us the wall dimensions. The results are displayed in Table 1. According to Spanish regulations, CTE_DB-HE [38] the limitation for the building envelope U values are, for the warm Mediterranean climate (Location 1) zone A3: 0.94 W/m2·K, and for the continental climate (Location 2) zone E1: 0.57 W/m2·K. Polyurethane has been used as an insulation material and the thickness required varies between 2 and 4 cm. Figure 1. Building plan of the analyzed case study. In order to analyze the influence of the construction materials, several material options for the façade load-bearing walls have been studied. The different building construction systems used are BW (fired brick walls); CW (concrete block walls); and SW (stabilized soil walls). These systems are detailed in the next section. Inner concrete pillars are considered for all three cases. All of the ACV calculations are done according to ISO 14040 [ 35 ] and ISO 14044 [ 36 ], which implies a 50 year lifespan of the building. For the purpose of our study, the building is located in Spain. In order to analyze the influence of the operational energy demand, the building is located in two different Spanish climates (see Figure 2). These climates are named Location 1, corresponding to the Mediterranean climate and Location 2, corresponding to the inner continental areas of the peninsula. The thicknesses of the load bearing walls have been calculated in order to mechanically respond to the loads of the different levels. The insulation thickness has been calculated for all three types of materials and both climates considered in order to meet the standards for the building envelope U values. The software used to establish the structure of the models proposed is CYPECAD. Madrid (Spain) (2015) [ 37 ], which is used for the analysis and design of building structures in homes, buildings, and civil engineering projects that have horizontal and vertical loads. This program is adapted to international regulations and automatically generates hypotheses for any user-defined combination according to the stated premises. Users can also define their own project situations to personalize the combinations to be taken into account in the calculations for the structural elements of the project. Entering data, such as the physical parameters of the different materials and the building characteristics, in the software gives us the wall dimensions. The results are displayed in Table 1. According to Spanish regulations, CTE_DB-HE [ 38 ] the limitation for the building envelope U values are, for the warm Mediterranean climate (Location 1) zone A3: 0.94 W/m 2¨ K, and for the continental climate (Location 2) zone E1: 0.57 W/m2¨K. Polyurethane has been used as an insulation material and the thickness required varies between 2 and 4 cm. Materials 2016,9, 465 5 of 17 Materials 2016, 9, 465 5 o f 16 Figure 2. Climate type s in Spain according to CTE-DB-HE [38]. Table 1. Thickness of the load-be aring walls and insulation thickne ss for the diffe re nt le ve ls. External Wall Type Building Level Wall Thickness (m) Insulation Thickness (m) PUR LOCATION I LOCATION II Ceramic Brick (BW) Level 3 0.250 0.02 0.04 Level 2 0.250 0.02 0.04 Level 1 0.375 0.01 0.03 Concrete Block (CW) Level 3 0.200 0.02 0.04 Level 2 0.200 0.02 0.04 Level 1 0.400 0.02 0.04 Stabilized Soil (SW) Level 3 0.300 0.02 0.04 Level 2 0.350 0.02 0.03 Level 1 0.450 0.01 0.03 2.2. Materials Used To establish a standard of comparison, we have chosen common, and not so common, building materials widely used for a specific building typology. Such conventional materials are: fired clay brick masonry walls (BW) and concrete block masonry walls (CW). The unconventional material is a natural fiber bio-composite stabilized soil block, also used for masonry walls (SW). 2.2.1. Fired Clay Brick Walls (BW) Fired bricks are among the oldest and most enduring of mankind’s building materials. The current fired bricks require a considerable amount of thermal energy during the burning process because they are fired at temperatures between 1000 °C and 1200 °C, depending on the clay. Light-colored clays usually require higher firing temperatures than dark-colored ones. This translates into a thermal energy of 3.75–4.75 MJ per brick. An average value of 4.25 MJ per brick (standard size in Spain: 240 × 115 × 70 mm3) has been considered for the comparison and computation of energy content of buildings and masonry. 2.2.2. Concrete Block Walls (CW) Concrete blocks are light-weight/low-density blocks very commonly used for the construction of envelope walls in multi-storey buildings in many countries. The basic composition of the blocks consists of cement, sand, and coarse aggregates (less than 4 mm in size). The energy content of the block will mainly depend on the cement percentage. Energy spent for crushing of coarse aggregate will also contribute to the block energy. The cement percentage generally varies between 7% and 10% by weight. The quality of the block, particularly its compressive strength, is the deciding factor for cement percentage. Energy content of the concrete block of size 400 × 200 × 200 mm3 will be in the range of 12.3–15.0 MJ. Figure 2. Climate types in Spain according to CTE-DB-HE [38]. Table 1. Thickness of the load-bearing walls and insulation thickness for the different levels. External Wall Type Building Level Wall Thickness (m) Insulation Thickness (m) PUR LOCATION I LOCATION II Ceramic Brick (BW) Level 3 0.250 0.02 0.04 Level 2 0.250 0.02 0.04 Level 1 0.375 0.01 0.03 Concrete Block (CW) Level 3 0.200 0.02 0.04 Level 2 0.200 0.02 0.04 Level 1 0.400 0.02 0.04 Stabilized Soil (SW) Level 3 0.300 0.02 0.04 Level 2 0.350 0.02 0.03 Level 1 0.450 0.01 0.03 2.2. Materials Used To establish a standard of comparison, we have chosen common, and not so common, building materials widely used for a specific building typology. Such conventional materials are: fired clay brick masonry walls (BW) and concrete block masonry walls (CW). The unconventional material is a natural fiber bio-composite stabilized soil block, also used for masonry walls (SW). 2.2.1. Fired Clay Brick Walls (BW) Fired bricks are among the oldest and most enduring of mankind’s building materials. The current fired bricks require a considerable amount of thermal energy during the burning process because they are fired at temperatures between 1000 ˝ C and 1200 ˝ C, depending on the clay. Light-colored clays usually require higher firing temperatures than dark-colored ones. This translates into a thermal energy of 3.75–4.75 MJ per brick. An average value of 4.25 MJ per brick (standard size in Spain: 240 ˆ115 ˆ70 mm3 ) has been considered for the comparison and computation of energy content of buildings and masonry. 2.2.2. Concrete Block Walls (CW) Concrete blocks are light-weight/low-density blocks very commonly used for the construction of envelope walls in multi-storey buildings in many countries. The basic composition of the blocks consists of cement, sand, and coarse aggregates (less than 4 mm in size). The energy content of the block will mainly depend on the cement percentage. Energy spent for crushing of coarse aggregate will also contribute to the block energy. The cement percentage generally varies between 7% and 10% by weight. The quality of the block, particularly its compressive strength, is the deciding factor for cement percentage. Energy content of the concrete block of size 400 ˆ 200 ˆ 200 mm 3 will be in the range of 12.3–15.0 MJ. Materials 2016,9, 465 6 of 17 2.2.3. Stabilized Soil Block Walls (SW) The stabilized soil blocks considered in this research are made by the combination of clay soil, water, a natural polymer as a stabilizer, and animal fiber reinforcement. The polymer used is calcium alginate, which is added to the mixture in the proportion of 1.2% by weight [ 39 ]. Calcium alginate production is a chemical synthesized from wet, chopped seaweed adding calcium chloride and sodium carbonate. The animal fiber is wool, used cut and raw, without washing or processing; the proportion used is 0.25% by weight. Blocks are cured at room temperature. The energy consumption is mainly by transport and extracting since they are not fired or steam cured. Barber and Pellow [ 40 ] reported results for the impact category of Energy Use for the on-farm phase of production for merino wool of 13.42 MJ per kg greasy wool or 22.55 MJ per kg wool fiber. The wool process gives the greatest uncertainty in energy use scouring and since this contributed almost 90% of the total processing. Processing was the single largest use of energy in the supply chain but the authors recognize the great variability in the results for the processing phase. For the block manufacturing, the wool used is unprocessed raw material (see Table 2). Table 2. Energy use and greenhouse gas emissions (GWP) for 1 tone merino wool top as reported by Barber and Pellow [40]. Impact Category On Farm Processing Transport Total Total energy (MJ/t wool top) 22,550 21,700 1490 45,730 GWP (T CO2-eq/t wool top) 1655 471 103 2229 3. Life-Cycle Assessment Goal and Scope The particular focus of the application of the life-cycle assessment (LCA) in this study is to obtain the values of the embodied energy and global warming potential impacts (GWP) categories associated with the construction of three types of bearing walls: fired clay brick masonry walls (BW), concrete block masonry walls (CW), and stabilized soil block masonry walls (SW). A three storey construction is evaluated. To establish a suitable comparison framework, after calculating the necessary thickness of the walls, thermal conductivities have been unified in order to obtain equivalent operational energy parameters for all three materials. According to the proposed framework, this study should answer the following question: what are the impacts produced by the processes related to the construction for each one of the combinations proposed? According to the objective of this study the functional unit established is the total surface of walls in each case. The assessed system is composed of every process that takes part in the production, construction, maintenance, deconstruction, and final disposal of every component of the building structure. It has excluded every process related to the operational phase of the dwelling. The system includes the following processes: ‚ Manufacturing of the building products phase. For each building material involved in the building every good and service from cradle to grave are considered. The manufacturing of employed machinery and territorial infrastructure processes has been considered. ‚ Assembly and construction phase. This covers every process aimed at integrating all products and services in the site in each studied dwelling. The transportation of building materials from the factory to the site, the placement of building products has been considered ‚ Maintenance and repair phase. This includes all repair operations and maintenance of building components. The renewal of those materials which have a lower durability has been considered. ‚ Dismantling and demolition phase. Every process carried out at the end of the life of the building to remove and demolish the dwelling has been taken into consideration: demolition, removal Materials 2016,9, 465 7 of 17 of building elements, and transportation of demolition materials to recycling or disposal have been included. ‚ Disposal and recycling phase. This covers all processes suffered by demolition materials after dismantling i.e., the deconstruction of building materials. The environmental data of wool and algae have been extracted from the recent studies conducted by Barber and Pellow [ 40 ] and Resurreccion et al. [ 41 ], respectively. The environmental data of the rest of the building materials were obtained from the well-recognized ECOINVENT database [ 42 ]. The calculation procedure to obtain the life cycle inventory was the described by García-Martínez [43]: (1) Identification and quantification of the initial building products and auxiliary materials—including replacement materials that take part in the life cycle. (2) Identification and quantification of the basic processes associated with the construction and deconstruction. The determination of the energy consumed during the construction and demolition is obtained as a factor of the total building material volume, following the procedure as described by Kellenberger et al. [44]. The following procedure has been taken: (a) Basic materials have been grouped into unit processes (Table 3). Construction systems, structural elements, walls and roofs, windows, doors, and finishing materials (from floors, ceiling, and walls) has been considered. The dimensioning of these elements is according to the obtained structural and thermal values (Table 1). (b) Division into groups and listing product specifications. Each case study has been divided into building elements according to the Building Cost Data Base of Andalusia (BCCA). The materials, the building machinery, and the labor has been related to each building element. (c) The building elements have been quantified using the construction management software Presto V.8 by RIB Software AG, Stuttgart (Germany). (d) The basic materials used in each case study has been obtained from the results given by Presto. (e) Once quantify each basic material and considering its physics properties, its mass and volume has been obtained. (3) Determination of input and output of each unit process. The ECOINVENT database and published LCA studies have been used to obtain environmental information of unit processes (see Table 3). Final disposal processes for the plastics, metals, bitumen-based and wood materials have been considered. Other materials have been considered inert from the point of view of their final disposal. The quantification of the final disposal processes has been obtained from the quantities the initial basic products (Table 4). (4) Inventory and assessment. The impact assessment is carried out using the CML 2001 method in relation to the GWP impact category. The “cumulative energy demand” in relation to the embodied primary energy (Table 3). (5) Operational energy data are considered according to the benchmarks included in the Spanish ministry report SPAHOUSE [ 45 ] for houses located in Spain, considering two of the climates mentioned, location 1, corresponding to the warm Mediterranean climate and location 2, corresponding to the inner continental areas of the peninsula. Including insulation, all building envelope U values are considered equal for all three materials and subsequently, the operational energy will be considered to be the same for all three cases. Insulation is placed inside the building envelope so as to minimize the differences of thermal inertia among them. Materials 2016,9, 465 8 of 17 Table 3. Inventory list of the materials used and corresponding name in the ECOINVENT database. Unitary values for Global Warming Potential and Embodied Energy. Component ID Name (ECOINVENT) Unit Global Warming Potential 100a CML 2001 kg CO2-eq Embodied Energy Cumulative Energy Demand MJ Gravel 464 gravel, round, at mine kg 0,0024 0,0576 Limestone 466 limestone, at mine kg 0,0019 0,0283 Concrete 504 concrete, normal, at plant m3265,2200 1447,2335 Bricks 512 ceramic tiles, at regional storage kg 0,7651 14,9540 Plaster Board 517 gypsum plaster board, at plant kg 0,3600 6,2652 Mortar 537 cement mortar, at plant kg 0,1953 1,5182 Clay plaster 538 clay plaster, at plant kg 0,0195 0,5181 Glass 805 flat glass, coated, at plant kg 0,6855 15,0414 Aluminium 1059 aluminum, secondary, from new scrap, at plant kg 0,4102 8,4313 Reinforcing steel 1141 reinforcing steel, at plant kg 1,3442 20,9352 Steel 1154 steel, low-alloyed, at plant kg 1,6294 26,1590 Paint 1670 alkyd paint, white, 60% in solvent, at plant kg 2,5115 84,3073 Bitumen 1814 bitumen sealing, at plant kg 1,0177 51,0742 Polyethylene 1829 polyethylene, HDPE, granulate, at plant kg 1,8921 79,8534 Polyurethane 1838 polyurethane, flexible foam, at plant kg 4,4208 101,2692 Polyvinylchloride 1840 polyvinylchloride, at regional storage kg 2,1625 59,0158 Rubber 1847 synthetic rubber, at plant kg 3,1972 101,3493 Water 2288 tap water, at user kg 0,0003 0,0062 Wood 2507 sawn timber, softwood, planed, kiln dried, at plant m3713,1300 12792,1890 Sand 464 gravel, round, at mine (Tierra) kg 0,0024 0,0576 Algae * A001 Algae, at regional storehouse kg 0,0200 20,0000 Sheep Wool ** P001 Wool mat, at plant kg 0,9850 13,4200 Electricity (Const-Dem) 698 electricity mix kWh 0,5004 10,9038 Diesel (Const-Dem) 559 diesel, burned in building machine MJ 0,0910 1,3799 Transport (Const-Dem) 1943 transport, lorry 32 t tkm 0,1663 2,8149 Electricity (Operational) 698 electricity mix kWh 0,5004 10,9038 Natural Gas (Operational) 1327 natural gas, high pressure, at consumer MJ 0,0101 1,1359 Brick final disposal 2005 disposal, building, brick, to final disposal kg 0,0141 0,3110 Concrete final disposal 2007 disposal, building, cement (in concrete) and mortar, to final disposal kg 0,0148 0,3217 Glass final disposal 2019 disposal, building, glass sheet, to final disposal kg 0,0108 0,2614 Polyurethane final disposal 2040 disposal, building, polyurethane foam, to final disposal kg 2,4699 1,3770 Polyvinylchloride final disposal 2043 disposal, building, polyvinylchloride products, to final disposal kg 2,2223 12,5207 Materials 2016,9, 465 9 of 17 Table 3. Cont. Component ID Name (ECOINVENT) Unit Global Warming Potential 100a CML 2001 kg CO2-eq Embodied Energy Cumulative Energy Demand MJ Steel final disposal 2048 disposal, building, reinforcement steel, to final disposal kg 0,0678 1,1252 Wood final disposal 2052 disposal, building, waste wood, untreated, to final disposal kg 1,4743 0,2038 Aluminium final disposal 2090 disposal, aluminium, 0% water, to municipal incineration kg 0,0369 0,7668 Bitumen final disposal 2217 disposal, bitumen, 1.4% water, to sanitary landfill kg 0,1079 0,3407 Inert material final disposal 2221 disposal, inert material, 0% water, to sanitary landfill kg 0,0128 0,3330 * Data provided by Resurreccion et al. [41]. ** Data provided by Barber and Pellow [40]. Table 4. Inventory list of the materials used for every type of building system and climate. Stage Component Unit BW CW SW LOCATION I LOCATION II LOCATION I LOCATION II LOCATION I LOCATION II Manufacture PH1 Gravel kg 199.316,16 199.316,16 199.316,16 199.316,16 199.316,16 199.316,16 Limestone kg 776,96 776,96 776,96 776,96 776,96 776,96 Concrete m3158,36 158,36 185,97 185,97 158,36 158,36 Bricks kg 196.924,82 196.924,82 83.044,34 83.044,34 83.044,34 83.044,34 Plaster Board kg 10.071,90 10.071,90 10.071,90 10.071,90 10.071,90 10.071,90 Mortar kg 86.316,30 86.316,30 20.461,47 20.461,47 10.446,01 10.446,01 Clay plaster kg 19.666,60 19.666,60 19.666,60 19.666,60 19.666,60 19.666,60 Glass kg 3.583,13 3.583,13 3.583,13 3.583,13 3.583,13 3.583,13 Aluminium kg 2.329,44 2.329,44 2.329,44 2.329,44 2.329,44 2.329,44 Reinforcing steel kg 6.550,74 6.550,74 6.550,74 6.550,74 6.550,74 6.550,74 Steel kg 314,62 314,62 314,62 314,62 314,62 314,62 Paint kg 8.263,95 8.263,95 8.263,95 8.263,95 8.263,95 8.263,95 Bitumen kg 258,39 258,39 258,39 258,39 258,39 258,39 Polyethylene kg 45,81 45,81 45,81 45,81 45,81 45,81 Polyurethane kg 155,93 27,46 187,11 467,78 155,93 311,85 Polyvinylchloride kg 27,46 27,46 27,46 27,46 27,46 27,46 Rubber kg 79,06 79,06 79,06 79,06 79,06 79,06 Water kg 34.664,05 34.664,05 26.845,78 26.845,78 101.112,30 101.112,30 Wood m34,11 4,11 4,11 4,11 4,11 4,11 Sand kg 0,00 0,00 0,00 0,00 226.324,80 226.324,80 Algae kg 0,00 0,00 0,00 0,00 2.715,90 2.715,90 Sheep Wool kg 0,00 0,00 0,00 0,00 565,81 565,81 Materials 2016,9, 465 16 of 17 22. 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