Composite Materials Based on Hemp and Flax for Low-Energy Buildings

The article presents the results obtained in the course of a study on prospective application of flax/hemp wastes as a filling material of lime-based composites in the construction of low-energy buildings. The utilized filler comprised the hydrated lime with clay and Portland cement used as additives. The analysis involved evaluation of such properties as porosity, density, thermal conductivity, absorptivity, permeability, as well as compressive and flexural strength. Depending on the quantity of the filler, the properties of the composite changed. This, in turn, enabled to evaluate whether the utilized composite met the thermal requirements established for low-energy buildings. Afterwards, the obtained data were cross-referenced with the results gathered in the case of a room built of autoclaved aerated concrete. In order to prevent reaching the critical surface humidity, the internal surface temperature had to be calculated. Moreover, the chances of interstitial condensation occurring in the wall made of the analyzed lime–flax–hemp composite were determined as well. The study showed that the composite exhibits low strength, low density, low thermal conductivity, and high absorptivity. The external walls made of the lime–flax–hemp composite receive a limited exposure to condensation, but not significant enough to constitute any threat. The requirements established for low-energy buildings can be met by using the analyzed composite.


Introduction
One of the basic principles of sustainable development mandates that the impact of the construction sector on the environment should be decreased [1][2][3][4]. In order to achieve that aim, it is necessary to employ environmentally-friendly solutions, such as the materials derived from plants that absorbed CO 2 throughout their growth period [5][6][7]. These materials are capable of mitigating the environmental impact of other components, such as Portland cement, the manufacturing process of which involves substantial CO 2 emissions. Employing thermal insulation materials reduces the heating demand, thus decreasing the ecological footprint of the building in the course of its operation. Thermal insulation boards can be manufactured using materials derived from such plants as flax, hemp [8], or sunflower [9]. Utilizing these plants for the production of loose fibers requires no additional processing. Materials of plant origin (including flax straw, hemp and cereal) enjoy increasing popularity as composite filler or timber frame filling [10][11][12][13]. Filling walls with plant materials is usually sufficient to provide adequate thermal insulation. Natural binders, including lime [14] or clay [15] are often used in conjunction with the filling materials. The obtained composite is used for building walls or insulating roof sand floors.
The tests were conducted in two series that differed in respect to filler composition. Hemp shives of "Białobrzeskie" variety, adapted to Polish climate conditions and soil (Institute of Natural Fibers and Herbs, Poznan, Poland) were applied as an organic filler for Series 1 (H1-H6) (Figure 1a) as well as sand, in lower quantity. On the other hand, hemp shives enriched with flax straw (Institute of Natural Fibers and Herbs, Poznan, Poland) were employed for Series 2 (FH1-FH6); see Figure 1b. The obtained fillers exhibit low density (roughly 100 kg/m 3 ), high porosity (approximately 80%), and high weight absorptivity (reaching roughly 400% of dry weight following 48 hours of soaking). The length, width, and fraction thickness of the utilized hemp shives and flax straw were greatly diversified. The stalks of flax are different from the ones of hemp, because their structure resembles the stalks of a cereal plant. However, they contain fibers instead. In contrast, hemp stalks constitute fiber-covered woody cores. Flax shives weight content in relation to fraction is presented in Figure  2b. Each series consisted of six recipes prepared in the laboratory, which were characterized by different quantities of utilized ingredients. The main ingredients of the binder included hydrated lime and Portland cement. Additionally, clay was used as an extra binder in Series 2. Portland cement was used in the amount of 9.5-20.1% by weight of binder in Series 1 and 23% by weight of binder in Series 2. As an exception, the cement mass share in the FH4 recipe, constituted 45.6% of binder composition. In other studies reported in the literature [29], cement was applied in the amount of 2.7-10% by weight in relation to the whole binder. On the other hand, Kinnane at al. [30] applied 10% of cement by weight in relation to all binder compounds. Table 1 shows the percentage composition of the tested composites. Hydrated lime of highest possible purity, namely class and largest specific surface was applied for the manufacturing of composites. CL 90-S lime was employed in the research, meaning that Ca(OH)2 constitutes at least 90% of its chemical composition. On the other hand, its specific surface amounted to approximately 15000 cm 2 /g, according to the producer (Lhoist, Górażdże, Poland). The Each series consisted of six recipes prepared in the laboratory, which were characterized by different quantities of utilized ingredients. The main ingredients of the binder included hydrated lime and Portland cement. Additionally, clay was used as an extra binder in Series 2. Portland cement was used in the amount of 9.5-20.1% by weight of binder in Series 1 and 23% by weight of binder in Series 2. As an exception, the cement mass share in the FH4 recipe, constituted 45.6% of binder composition. In other studies reported in the literature [29], cement was applied in the amount of 2.7-10% by weight in relation to the whole binder. On the other hand, Kinnane at al. [30] applied 10% of cement by weight in relation to all binder compounds. Table 1 shows the percentage composition of the tested composites. Hydrated lime of highest possible purity, namely class and largest specific surface was applied for the manufacturing of composites. CL 90-S lime was employed in the research, meaning that Ca(OH) 2 constitutes at least 90% of its chemical composition. On the other hand, its specific surface amounted to approximately 15,000 cm 2 /g, according to the producer (Lhoist, Górażdże, Poland). The larger is the specific surface, the greater is the contact area of lime with air. This, in turn, translates to faster carbonation.
Mixtures were prepared with CEM I 42.5R Portland cement (Cemex, Chełm, Poland), which is guaranteed to reach the minimum strength of 42.5 MPa after 28 days. Portland cement was added in order to improve the early strength of the composite. This parameter is crucial, as the composite was to be employed in monolith walls. Figure 2 shows graphs corresponding to the weight content in relation to length of both hemp shives and flax straw. A mix of shives included small amounts of hemp fibers and dust as well. larger is the specific surface, the greater is the contact area of lime with air. This, in turn, translates to faster carbonation. Mixtures were prepared with CEM I 42.5R Portland cement (Cemex, Chełm, Poland), which is guaranteed to reach the minimum strength of 42.5 MPa after 28 days. Portland cement was added in order to improve the early strength of the composite. This parameter is crucial, as the composite was to be employed in monolith walls. Figure 2 shows graphs corresponding to the weight content in relation to length of both hemp shives and flax straw. A mix of shives included small amounts of hemp fibers and dust as well. The length of the flax straws is more homogenous comparing to the hemp shives. According to the literature reports [31], selecting appropriate shives fractions enables to modify certain properties of the lime-hemp composite, for example its durability or thermal conductivity. This variety of shives mixture was also used in other studies [32]. The prevalent fraction is characterized by the length of 14.8-25.1 mm, thickness of 1.8-3.1 mm and width of 2.8-5.4 mm.
Water constituted the last ingredient of the mixture. It is vital to correctly determine the quantity of water in composite organic fillers. Only a bare minimum, necessary for the binder to harden should be applied, because too much water will lengthen the time required for drying of composite walls. High absorptivity of hemp and flax shives should be taken into consideration.

Preparation of Mixture and Specimen
There is no single method of mixing the ingredients, reported in the literature. Two different approaches to the problem of mixing the ingredients can be distinguished. The first one was presented by Cerezo [33] and Nguyen [34] in which the hemp shives were first submerged in water, in order to subsequently add the soaked shives to binder materials. On the other hand, Hirst et al. [35] and Gourlay et al. [36] took a different approach and simply added dry hemps shives to the liquid binder.
Mixtures applied for the tested composites were obtained by mixing the binding materials together with water, and gradually adding the resulting liquid binder to the pre-mixed filler components. Mixing lasted until uniform, paste-like consistency was achieved.
The obtained mixtures were placed in molds. However, taking into account their inconvenient shape and low weight, hemp and flax shives could not be compacted in the molds under gravity. Instead, they had to be compacted manually in two layers of 75 mm thickness with a wooden rod (diameter of 30 mm). A similar procedure was described in the literature reports, where 50 mm-thick The length of the flax straws is more homogenous comparing to the hemp shives. According to the literature reports [31], selecting appropriate shives fractions enables to modify certain properties of the lime-hemp composite, for example its durability or thermal conductivity.
This variety of shives mixture was also used in other studies [32]. The prevalent fraction is characterized by the length of 14.8-25.1 mm, thickness of 1.8-3.1 mm and width of 2.8-5.4 mm.
Water constituted the last ingredient of the mixture. It is vital to correctly determine the quantity of water in composite organic fillers. Only a bare minimum, necessary for the binder to harden should be applied, because too much water will lengthen the time required for drying of composite walls. High absorptivity of hemp and flax shives should be taken into consideration.

Preparation of Mixture and Specimen
There is no single method of mixing the ingredients, reported in the literature. Two different approaches to the problem of mixing the ingredients can be distinguished. The first one was presented by Cerezo [33] and Nguyen [34] in which the hemp shives were first submerged in water, in order to subsequently add the soaked shives to binder materials. On the other hand, Hirst et al. [35] and Gourlay et al. [36] took a different approach and simply added dry hemps shives to the liquid binder.
Mixtures applied for the tested composites were obtained by mixing the binding materials together with water, and gradually adding the resulting liquid binder to the pre-mixed filler components. Mixing lasted until uniform, paste-like consistency was achieved.
The obtained mixtures were placed in molds. However, taking into account their inconvenient shape and low weight, hemp and flax shives could not be compacted in the molds under gravity. Instead, they had to be compacted manually in two layers of 75 mm thickness with a wooden rod (diameter of 30 mm). A similar procedure was described in the literature reports, where 50 mm-thick layers were mechanically compacted by means of a press operating under the stress of 0.05 MPa [37]. It is also possible to compact the mixture in molds by hand, without resorting to any tools, as shown in the literature [38].
After mixing, the samples were left in molds to mature. After two days, the molds were removed, but the obtained composite was still ductile. The material has not hardened owing to high water content and air binder quantity. Maturation of specimens lasted for 28 days (including 2 days in molds after formation) in air-dry conditions at 20 ± 2 • C and a relative humidity equaling 60 ± 5%.
Separate set of three samples from each of the series was prepared for each test.

Determination of Physical and Mechanical Properties of the Composites
The properties of specimens were determined following 28 days of maturation. The tests of apparent density were carried out in line with EN 12390-7:2001 standard, whereas the absorptivity tests were conducted according to EN 13755:2008 standard 100 × 100 × 100 mm 3 (cubic) specimens. The samples were dipped into the water entirely. The absorptivity test involved increasing the weight of water-soaked specimens until total saturation was achieved. The result was the ratio between the mass of absorbed water and the mass of dry sample. The samples remained submerged for roughly 7 days.
The porosity of samples was specified on the basis of the density, which was determined with pycnometric method beforehand, in line with EN 1936:2010 standard.
Testing the thermal conductivity was performed with a FOX 314 (TA Instruments, New Castle, DE, USA) plate apparatus. It involved samples dried to a constant weight and having the dimensions of 300 × 300 × 50 mm 3 . The temperature of the heating and cooling plate amounted to 25 • C and 0 • C, respectively, and the average temperature was equal to 12.5 • C. The method of specimen preparation prior to the thermal conductivity test, as well as the measuring stand, are both presented in Figure 3. Thermal conductivity of the material was examined according to its position in a real building barrier, considering the direction of heat flow, composition positioning and compacting in the formworks. The composition was placed in molds and compacted vertically. During the measurement, the direction of heat flow between the heating and cooling plate was perpendicular to the direction of compaction, similarly as in the real object. layers were mechanically compacted by means of a press operating under the stress of 0.05 MPa [37]. It is also possible to compact the mixture in molds by hand, without resorting to any tools, as shown in the literature [38]. After mixing, the samples were left in molds to mature. After two days, the molds were removed, but the obtained composite was still ductile. The material has not hardened owing to high water content and air binder quantity. Maturation of specimens lasted for 28 days (including 2 days in molds after formation) in air-dry conditions at 20 ± 2 °C and a relative humidity equaling 60 ± 5%.
Separate set of three samples from each of the series was prepared for each test.

Determination of Physical and Mechanical Properties of the Composites
The properties of specimens were determined following 28 days of maturation. The tests of apparent density were carried out in line with EN 12390-7:2001 standard, whereas the absorptivity tests were conducted according to EN 13755:2008 standard 100 × 100 × 100 mm 3 (cubic) specimens. The samples were dipped into the water entirely. The absorptivity test involved increasing the weight of water-soaked specimens until total saturation was achieved. The result was the ratio between the mass of absorbed water and the mass of dry sample. The samples remained submerged for roughly 7 days.
The porosity of samples was specified on the basis of the density, which was determined with pycnometric method beforehand, in line with EN 1936:2010 standard.
Testing the thermal conductivity was performed with a FOX 314 (TA Instruments, New Castle, DE, USA) plate apparatus. It involved samples dried to a constant weight and having the dimensions of 300 × 300 × 50 mm 3 . The temperature of the heating and cooling plate amounted to 25 °C and 0 °C, respectively, and the average temperature was equal to 12.5 °C. The method of specimen preparation prior to the thermal conductivity test, as well as the measuring stand, are both presented in Figure 3. Thermal conductivity of the material was examined according to its position in a real building barrier, considering the direction of heat flow, composition positioning and compacting in the formworks. The composition was placed in molds and compacted vertically. During the measurement, the direction of heat flow between the heating and cooling plate was perpendicular to the direction of compaction, similarly as in the real object. Two recipes of composites with the lowest λ value from both series (one recipe from series 1 and one recipe from series 2) were tested for water vapor permeability coefficient (δ) using dry-cup method-in line with the EN 12086 standard. The samples were cylindrical in shape, with the dimensions of 90 mm in diameter and 16 mm in height. Additionally, the diffusion resistance factor  Two recipes of composites with the lowest λ value from both series (one recipe from series 1 and one recipe from series 2) were tested for water vapor permeability coefficient (δ) using dry-cup method-in line with the EN 12086 standard. The samples were cylindrical in shape, with the dimensions of 90 mm in diameter and 16 mm in height. Additionally, the diffusion resistance factor (µ) was calculated using the obtained water vapor permeability coefficient, by means of the following formula: where δ 0 is the water vapor permeability of air, 2 ×10 -10 kg/(m·s·Pa), and δ is the water vapor permeability coefficient of tested material kg/(m·s·Pa). Compressive and flexural strength was determined by means of a MTS 810 hydraulic press (MTS System Corporation, Eden Prairie, USA) with a load range of 0-100 kN (Figure 4a). (μ) was calculated using the obtained water vapor permeability coefficient, by means of the following formula: where δ0 is the water vapor permeability of air, 2 ×10 -10 kg/(m•s•Pa), and δ is the water vapor permeability coefficient of tested material kg/(m•s•Pa) Compressive and flexural strength was determined by means of a MTS 810 hydraulic press (MTS System Corporation, Eden Prairie, USA) with a load range of 0-100 kN (Figure 4a). The literature reports present data concerning determination of compressive strength characterizing the biological composites. Arnaud et al. [14] operated the press with displacements of 5 mm/min. Walker et al. [37] applied the lowest permissible increases in the compressive strength amounting to 50 N/s, according to EN 459-2 standard concerning building lime test methods. Benfratello et al. [39] utilized the displacement of 0.2 mm/min in order to conduct a more detailed curve analysis of materials characterized by low strength. In our research for the compressive strength test, the press head was controlled with 3 mm/min displacements. Three cubic samples of each mixture, characterized by the dimensions of 150 × 150 × 150 mm, were used for this purpose.
As far as the flexural stress is concerned, another three samples of each mixture, having the dimensions of 100 × 100 × 500 mm 3 were used, in accordance to EN 12390-5:2009 standard ( Figure 4b).
The samples were placed on supports with 300 mm spacing. Afterwards, a centrally placed force was applied to the specimens (3-point-bending), with the load increasing by 50 N/s.

Water Vapor Condensation
The partitions comprising organic materials ought to be designed in the manner preventing condensation from occurring. In this section, a technical parameter (water vapor condensation) of an exemplary construction external building partition made of the tested composites with external lime plaster and internal clay plaster is considered. Cross-sections showing the construction of two variants of the external walls made of lime-hemp composite (H1) and lime-flax-hemp composite (FH1) are presented in Figure 5. The literature reports present data concerning determination of compressive strength characterizing the biological composites. Arnaud et al. [14] operated the press with displacements of 5 mm/min. Walker et al. [37] applied the lowest permissible increases in the compressive strength amounting to 50 N/s, according to EN 459-2 standard concerning building lime test methods. Benfratello et al. [39] utilized the displacement of 0.2 mm/min in order to conduct a more detailed curve analysis of materials characterized by low strength. In our research for the compressive strength test, the press head was controlled with 3 mm/min displacements. Three cubic samples of each mixture, characterized by the dimensions of 150 × 150 × 150 mm 3 , were used for this purpose.
As far as the flexural stress is concerned, another three samples of each mixture, having the dimensions of 100 × 100 × 500 mm 3 were used, in accordance to EN 12390-5:2009 standard ( Figure 4b).
The samples were placed on supports with 300 mm spacing. Afterwards, a centrally placed force was applied to the specimens (3-point-bending), with the load increasing by 50 N/s.

Water Vapor Condensation
The partitions comprising organic materials ought to be designed in the manner preventing condensation from occurring. In this section, a technical parameter (water vapor condensation) of an exemplary construction external building partition made of the tested composites with external lime plaster and internal clay plaster is considered. Cross-sections showing the construction of two variants of the external walls made of lime-hemp composite (H1) and lime-flax-hemp composite (FH1) are presented in Figure 5. Calculation of water vapor condensation was conducted in line with EN 13788 standard. The procedure was divided into two sections. The internal surface temperature necessary to avoid the critical surface humidity was described in the first section, whereas the possibility of interstitial condensation was established in the second one.
In order to conduct calculations, the value of overall heat transfer coefficient U was assumed, calculated according to EN ISO 6946:2008 standard for both analyzed model walls at the level of 0.25 W/(m 2 •K). According to our own investigations and EN ISO 6946:2008 standard, the corresponding thickness of composite layer required to achieve this value equaled 430 mm for wall H1 and 320 mm in the case of wall FH1, which depended on thermal conductivity coefficient of particular composite. Thermal conductivities of the composites were determined experimentally, and thermal conductivities of both plasters were assumed according to EN ISO 6946:1999 standard and [40]. Coefficients of water vapor permeability (δ) of the considered composites were also determined experimentally, whereas the coefficients of water vapor permeability of plaster materials were assumed according to EN-ISO 10456:2003 standard and [40]. A similar analysis concerning water vapor transport in wall construction based on other composite recipe was presented in article [41]. For the calculations, wall section was divided into 18 layers with constant thermal resistance factor R = 0.2 (m 2 •K)/W.
The meteorological data adopted for each month were taken from the weather station Lublin-Radawiec, Poland. The obtained data included the average outdoor and indoor temperature (θe, θsi), as well as the relative humidity (φe, φi), represented in Figures 6 and 7, respectively. Calculation of water vapor condensation was conducted in line with EN 13788 standard. The procedure was divided into two sections. The internal surface temperature necessary to avoid the critical surface humidity was described in the first section, whereas the possibility of interstitial condensation was established in the second one.
In order to conduct calculations, the value of overall heat transfer coefficient U was assumed, calculated according to EN ISO 6946:2008 standard for both analyzed model walls at the level of 0.25 W/(m 2 ·K). According to our own investigations and EN ISO 6946:2008 standard, the corresponding thickness of composite layer required to achieve this value equaled 430 mm for wall H1 and 320 mm in the case of wall FH1, which depended on thermal conductivity coefficient of particular composite. Thermal conductivities of the composites were determined experimentally, and thermal conductivities of both plasters were assumed according to EN ISO 6946:1999 standard and [40]. Coefficients of water vapor permeability (δ) of the considered composites were also determined experimentally, whereas the coefficients of water vapor permeability of plaster materials were assumed according to EN-ISO 10456:2003 standard and [40]. A similar analysis concerning water vapor transport in wall construction based on other composite recipe was presented in article [41]. For the calculations, wall section was divided into 18 layers with constant thermal resistance factor R = 0.2 (m 2 ·K)/W.
The meteorological data adopted for each month were taken from the weather station Lublin-Radawiec, Poland. The obtained data included the average outdoor and indoor temperature (θ e , θ si ), as well as the relative humidity (φ e , φ i ), represented in Figures 6 and 7, respectively. Calculation of water vapor condensation was conducted in line with EN 13788 standard. The procedure was divided into two sections. The internal surface temperature necessary to avoid the critical surface humidity was described in the first section, whereas the possibility of interstitial condensation was established in the second one.
In order to conduct calculations, the value of overall heat transfer coefficient U was assumed, calculated according to EN ISO 6946:2008 standard for both analyzed model walls at the level of 0.25 W/(m 2 •K). According to our own investigations and EN ISO 6946:2008 standard, the corresponding thickness of composite layer required to achieve this value equaled 430 mm for wall H1 and 320 mm in the case of wall FH1, which depended on thermal conductivity coefficient of particular composite. Thermal conductivities of the composites were determined experimentally, and thermal conductivities of both plasters were assumed according to EN ISO 6946:1999 standard and [40]. Coefficients of water vapor permeability (δ) of the considered composites were also determined experimentally, whereas the coefficients of water vapor permeability of plaster materials were assumed according to EN-ISO 10456:2003 standard and [40]. A similar analysis concerning water vapor transport in wall construction based on other composite recipe was presented in article [41]. For the calculations, wall section was divided into 18 layers with constant thermal resistance factor R = 0.2 (m 2 •K)/W.
The meteorological data adopted for each month were taken from the weather station Lublin-Radawiec, Poland. The obtained data included the average outdoor and indoor temperature (θe, θsi), as well as the relative humidity (φe, φi), represented in Figures 6 and 7, respectively.

Composites Absorptivity
The mass absorptivity of both analyzed composite series is presented in Figure 10.

Composites Absorptivity
The mass absorptivity of both analyzed composite series is presented in Figure 10.

Composites Absorptivity
The mass absorptivity of both analyzed composite series is presented in Figure 10.   Table 2 shows the average water vapor permeability coefficient δ and diffusion resistance factor µ obtained for H1 from Series 1 and FH1 from Series 2 composites.  Table 3 presents the calculated mechanical properties of composites.

Internal Surface Temperature to Avoid Critical Surface Humidity
The following data were used for the calculation: thermal conductivities of H1 and FH1 composites (from authors' own investigations, presented in Figure 11). Thermal conductivities of plaster materials, lime plaster 0.70 W/(m·K) and clay plaster 0.91 W/(m·K), were assumed according to EN ISO 6946:1999 standard and [40].
The results of calculations of the internal surface temperature to avoid critical surface humidity are presented in Table 4. For each month, it was calculated the value of temperature coefficient f Rsi,min . Its greatest value is considered as critical f Rsi,crit , which in this case corresponds to January.

Determination of the Possibility of Interstitial Condensation
The following data were used for the calculation: coefficients of water vapor permeability (δ) of the composites (from authors' own investigations, presented in Table 2). Coefficients of water vapor permeability of plaster materials were as follows: lime plaster 2 × 10 −11 kg/(m·s·Pa) in accordance with EN-ISO 10456:2003 standard and [40] clay plaster 2.5 × 10 −11 kg/(m·s·Pa).
The distribution of temperature, as well as pressure in both considered wall constructions is presented in Figure 12 for January, established as the critical month, characterized by the highest possibility of condensation.

Internal Surface Temperature to Avoid Critical Surface Humidity
The following data were used for the calculation: thermal conductivities of H1 and FH1 composites (from authors' own investigations, presented in Figure 11). Thermal conductivities of plaster materials, lime plaster 0.70 W/(m•K) and clay plaster 0.91 W/(m•K), were assumed according to EN ISO 6946:1999 standard and [40].
The results of calculations of the internal surface temperature to avoid critical surface humidity are presented in Table 4. For each month, it was calculated the value of temperature coefficient fRsi,min. Its greatest value is considered as critical fRsi,crit, which in this case corresponds to January.

Determination of the Possibility of Interstitial Condensation
The following data were used for the calculation: coefficients of water vapor permeability (δ) of the composites (from authors' own investigations, presented in Table 2). Coefficients of water vapor permeability of plaster materials were as follows: lime plaster 2×10 The distribution of temperature, as well as pressure in both considered wall constructions is presented in Figure 12 for January, established as the critical month, characterized by the highest possibility of condensation. The value of stream of condensation and the accumulated moisture in the considered wall are presented in Figure 13 for selected months. The value of stream of condensation and the accumulated moisture in the considered wall are presented in Figure 13 for selected months.

Density and Porosity
The utilized composites were characterized by the density ranging 2.05-2.22 g/cm 3 , and 1.89-2.19 g/cm 3 for Series 1 and Series 2, respectively. Their apparent density was in the range of 356 to 476 kg/m 3 and 405 to 467 kg/m 3 depending on composition, which corresponds to literature data. Similar composites manufactured and examined by other authors were characterized by apparent densities ranging between 258 and 463 kg/m 3 [43] and between 275 and 440 kg/m 3 [44]. The apparent density of other plant origin composites, such as straw-clay composite, ranged 241-531 kg/m 3 [45]. By contrast, the density of the another popular material used for energy saving constructions, namely autoclaved aerated concrete ranges from 300 to 700 kg/m 3 depending on class, as stated in EN 678 standard.
According to authors' own investigations and literature sources [43,46], density is determined by the ratio of binder to filler. Adding more binder to the mixture raises the weight of the composite, as does water. However, when there is too much water in the mixture, the latter becomes prone to stronger compaction, for instance, under the effect of gravity. Additionally, the weight ratio of binder/filler also had an impact on the apparent density of the composite, as noted in Series 1, where an increased amount of hemp (filler) decreased the density of the composite.
As far as Series 2 is concerned, the ratio of hemp shives and flax was modified, but the ratio of binder and filler remained constant. Dimensions of flax straws influence the composite density. Tiny fractions, due to their greater specific area, necessitate increasing the amount of binder in the mixture, thus enhancing the composite density. This information was also confirmed in the literature report [31], where the composites with segregated shives fractions were compared. The composite containing the smallest hemp-shives fractions was characterized by the greatest density.
Low value of apparent density is the consequence of high porosity of the material. This may stem from a number of factors, including macropores (occurring due to the deficient arrangement of shives), mesopores (appearing between the shives and the binder), micropores (found between the hydrates in the binder matrix [14]), and the pores in the structure of the shives. Porosity of the investigated composites varies within 78.6-81.1% and 78.3-81.8% for Series 1 and 2, respectively. According to the literature reports [25], the porosity determined for the apparent density ranging

Density and Porosity
The utilized composites were characterized by the density ranging 2.05-2.22 g/cm 3 , and 1.89-2.19 g/cm 3 for Series 1 and Series 2, respectively. Their apparent density was in the range of 356 to 476 kg/m 3 and 405 to 467 kg/m 3 depending on composition, which corresponds to literature data. Similar composites manufactured and examined by other authors were characterized by apparent densities ranging between 258 and 463 kg/m 3 [43] and between 275 and 440 kg/m 3 [44]. The apparent density of other plant origin composites, such as straw-clay composite, ranged 241-531 kg/m 3 [45]. By contrast, the density of the another popular material used for energy saving constructions, namely autoclaved aerated concrete ranges from 300 to 700 kg/m 3 depending on class, as stated in EN 678 standard.
According to authors' own investigations and literature sources [43,46], density is determined by the ratio of binder to filler. Adding more binder to the mixture raises the weight of the composite, as does water. However, when there is too much water in the mixture, the latter becomes prone to stronger compaction, for instance, under the effect of gravity. Additionally, the weight ratio of binder/filler also had an impact on the apparent density of the composite, as noted in Series 1, where an increased amount of hemp (filler) decreased the density of the composite.
As far as Series 2 is concerned, the ratio of hemp shives and flax was modified, but the ratio of binder and filler remained constant. Dimensions of flax straws influence the composite density. Tiny fractions, due to their greater specific area, necessitate increasing the amount of binder in the mixture, thus enhancing the composite density. This information was also confirmed in the literature report [31], where the composites with segregated shives fractions were compared. The composite containing the smallest hemp-shives fractions was characterized by the greatest density.
Low value of apparent density is the consequence of high porosity of the material. This may stem from a number of factors, including macropores (occurring due to the deficient arrangement of shives), mesopores (appearing between the shives and the binder), micropores (found between the hydrates in the binder matrix [14]), and the pores in the structure of the shives. Porosity of the investigated composites varies within 78.6-81.1% and 78.3-81.8% for Series 1 and 2, respectively. According to the literature reports [25], the porosity determined for the apparent density ranging from 258 to 463 kg/m 3 reached the value between 72% and 84.9%; for the apparent density of 304 kg/m 3 , the porosity amounted to 80% [44], and for the apparent density of 478 kg/m 3 , it equaled 76.4% [47]. Similar dependences were achieved in our investigations. The relationship between the porosity of a composite and its apparent density is presented in Figure 14.
Materials 2017, 10, 510 3 of 4 from 258 to 463 kg/m 3 reached the value between 72% and 84.9%; for the apparent density of 304 kg/m 3 , the porosity amounted to 80% [44], and for the apparent density of 478 kg/m 3 , it equaled 76.4% [47]. Similar dependences were achieved in our investigations. The relationship between the porosity of a composite and its apparent density is presented in Figure 14. For the least dense composites (350-400 kg/m 3 ), the porosity varies between 80% and 82%, whereas in the case of higher densities (450-470 kg/m 3 ), the porosity is lower than 80%. It can be assumed that the relation between the apparent density and porosity is linear, described with regression functions presented in Figure 17. Coefficient of determination (R 2 ) for Series 1 equals 0.49 and, for Series 2, it is 0.62. Those values are not high, but should be considered as typical for inhomogeneous composites manufactured on the basis of biological materials with variable fractions of shives and straws.

Composites Absorptivity
Results of mass absorptivity presented in Figure 10 show only the maximum values in saturated states. It must by underlined that the water absorption process is very rapid and during the experiment, majority of absorbable water was taken in by the composite shortly (within several seconds) after they come into contact. The composites from Series 1 exhibited the mass absorptivity ranging from 93.7% to 162.8%. However, sample H1 failed the absorptivity test due to severe damage caused by water. This sample contained too much hemp fibers in relation to lime and cement. The composite absorptivity increases along with the filler content, which is correlated with the hydrophilic nature characterizing hemp shives.
The mass absorptivity of composites belonging to Series 2 ranged 89.3-148%. However, the density is dependent on the ratio of filler components, namely hemp and flax shives. Adding flax shives raises the density of a composite and simultaneously lowers its absorptivity. It may result from fact that the smaller fractions are adjusting better during composition compaction. This influences the amount and size of the technological pores present between randomly dispersed shives, thus affecting the absorptivity value.
The ratio of flax and hemp shives was comparable in the case of both FH3 and FH4; however, the latter comprised more cement and less lime. This, in turn, raised the tightness and density of FH4, while lowering its absorptivity by 8.3%, in relation to FH3.
A relationship between the absorptivity of a composite and its apparent density can be observed ( Figure 15). For the least dense composites (350-400 kg/m 3 ), the porosity varies between 80% and 82%, whereas in the case of higher densities (450-470 kg/m 3 ), the porosity is lower than 80%. It can be assumed that the relation between the apparent density and porosity is linear, described with regression functions presented in Figure 17. Coefficient of determination (R 2 ) for Series 1 equals 0.49 and, for Series 2, it is 0.62. Those values are not high, but should be considered as typical for inhomogeneous composites manufactured on the basis of biological materials with variable fractions of shives and straws.

Composites Absorptivity
Results of mass absorptivity presented in Figure 10 show only the maximum values in saturated states. It must by underlined that the water absorption process is very rapid and during the experiment, majority of absorbable water was taken in by the composite shortly (within several seconds) after they come into contact. The composites from Series 1 exhibited the mass absorptivity ranging from 93.7% to 162.8%. However, sample H1 failed the absorptivity test due to severe damage caused by water. This sample contained too much hemp fibers in relation to lime and cement. The composite absorptivity increases along with the filler content, which is correlated with the hydrophilic nature characterizing hemp shives.
The mass absorptivity of composites belonging to Series 2 ranged 89.3-148%. However, the density is dependent on the ratio of filler components, namely hemp and flax shives. Adding flax shives raises the density of a composite and simultaneously lowers its absorptivity. It may result from fact that the smaller fractions are adjusting better during composition compaction. This influences the amount and size of the technological pores present between randomly dispersed shives, thus affecting the absorptivity value.
The ratio of flax and hemp shives was comparable in the case of both FH3 and FH4; however, the latter comprised more cement and less lime. This, in turn, raised the tightness and density of FH4, while lowering its absorptivity by 8.3%, in relation to FH3.
A relationship between the absorptivity of a composite and its apparent density can be observed ( Figure 15). The dependence between the apparent density and mass absorptivity can be described using linear regression functions. Coefficient of determination (R 2 ) of regression formulas obtained for series 1 equals 0.88 and for series 2:0.97, which means that the applied model of regression covers about 90% of achieved data and more. In order to compare the obtained results and dependences with literature reports, it should be mentioned that, in certain studies, the absorptivity was lower by approximately 25% at a comparable density [18]. In order to achieve this value, the author employed a composite characterized by the apparent density of 1070 kg/m 3 , 4-8 mm shives fraction and the volume content of shives, binder and water amounting to 40%:29%:31%, respectively. In the cited research, the lowest absorptivity value was achieved in a composite containing flax shives with the smallest fraction (4-8 mm). Similar dependence was obtained in authors' own research, in which the composites of Series 2, containing flax straws (smaller than hemp shives), were characterized by lower absorptivity comparing to the composites of Series 1.
Lime-hemp composites are not covered by any standard, but there are regulations (namely Straw Bale Construction Building Code, 2013 IRC Approval, Appendix R) concerning other plant origin material as straw bale, permitted for application as a material for external walls. It can be built in the walls provided that a suitable protection against rain waters is used, for example in the form of lime plasters and special architectonical elements (for example the eaves overhanging the face of the wall). In the case of the lime-hemp composite, it is also recommended to use the external cover, which is presented in the analysis of the condensation process section. It must be remembered that the mass absorptivity examined here simulates only the extreme conditions of exposition on constant water contact, which would be highly unlikely to occur under actual conditions.

Thermal Conductivity Coefficient
High porosity of the composite is conducive to its thermal insulation properties [43]. Figure 16 shows the relation between the apparent density of the composites and thermal conductivity coefficients. The dependence between the apparent density and mass absorptivity can be described using linear regression functions. Coefficient of determination (R 2 ) of regression formulas obtained for series 1 equals 0.88 and for series 2:0.97, which means that the applied model of regression covers about 90% of achieved data and more. In order to compare the obtained results and dependences with literature reports, it should be mentioned that, in certain studies, the absorptivity was lower by approximately 25% at a comparable density [18]. In order to achieve this value, the author employed a composite characterized by the apparent density of 1070 kg/m 3 , 4-8 mm shives fraction and the volume content of shives, binder and water amounting to 40%:29%:31%, respectively. In the cited research, the lowest absorptivity value was achieved in a composite containing flax shives with the smallest fraction (4-8 mm). Similar dependence was obtained in authors' own research, in which the composites of Series 2, containing flax straws (smaller than hemp shives), were characterized by lower absorptivity comparing to the composites of Series 1.
Lime-hemp composites are not covered by any standard, but there are regulations (namely Straw Bale Construction Building Code, 2013 IRC Approval, Appendix R) concerning other plant origin material as straw bale, permitted for application as a material for external walls. It can be built in the walls provided that a suitable protection against rain waters is used, for example in the form of lime plasters and special architectonical elements (for example the eaves overhanging the face of the wall). In the case of the lime-hemp composite, it is also recommended to use the external cover, which is presented in the analysis of the condensation process section. It must be remembered that the mass absorptivity examined here simulates only the extreme conditions of exposition on constant water contact, which would be highly unlikely to occur under actual conditions.

Thermal Conductivity Coefficient
High porosity of the composite is conducive to its thermal insulation properties [43]. Figure 16 shows the relation between the apparent density of the composites and thermal conductivity coefficients. The factors that influence the thermal conductivity coefficient λ of building materials involve density and humidity [48]. The dependence between the thermal conductivity and composite density that depends on binder/filler ratio, mixture placement, and compaction was determined in the conducted research.
Thermal conductivity of the composite in Series 1 reached between 0.110 W/(m•K) and 0.151 W/(m•K). Thermal insulation was improved by high content of hemp shives in the composite. As indicated in the studies [39], although the thermal conductivity of a composite is affected by the amount of hemp filler, this relationship is non-linear. Fillers applied in Series 2 generated denser composites comparing to Series 1, which finally resulted in lower thermal conductivity values. This could be a consequence of different filler particles distribution characterizing both filler types. In addition, this generated greater compactness and homogeneity of Series 2 composites comparing to the Series 1.
The highest values of this parameter were found in the case of FH5 and FH6 composites-0.112 W/(m•K) and 0.109 W/(m•K), respectively. Both of these composites were characterized by the highest flax shives content and the highest apparent density. There is a visible tendency of the increase of thermal insulation features together with the increase of hemp shives -flax shives ratio in composition, even though the binder applied for all composites was of the same type.
The study conducted by Walker and Pavia proved that the thermal conductivity is influenced by the type of binder to a limited degree [37]. Moreover, according to Gourlay et al. [36], the composites comprising hydraulic lime exhibit greater thermal conductivity than the composites containing the hydrated lime, which is due to the different density of both binders. The structure formed by hydraulic lime is tighter and less porous in comparison to the one formed by hydrated lime. In turn, this results in higher density and lower thermal resistance. Figure 16 presents the dependence between the apparent density of the composites and thermal conductivity coefficients as linear. In the case of Series 1, the goodness-of-fit for the applied model, expressed as coefficient of determination (R 2 ) reaches 0.88 (see Figure 16) and in case of Series 2, R 2 value equals 0.86.
Conducted research confirmed the dependence between material apparent density and thermal conductivity.

Water Vapor Permeability Coefficient and Diffusion Resistance Factor
According to the results presented in Table 2, the type of binder, and its ratio to filler determine the water vapor permeability of the given material. The considered composites (H1 and FH1) yielded similar results (5.28 and 5.53 [-] respectively), which may be attributed to their comparable density (405 kg/m 3 and 356 kg/m 3 ). Walker et al. [49] analyzed a similar lime-hemp composites characterized by the density of 508 kg/m 3 to 627 kg/m 3 , and obtained comparable values of μ factor, ranging from The factors that influence the thermal conductivity coefficient λ of building materials involve density and humidity [48]. The dependence between the thermal conductivity and composite density that depends on binder/filler ratio, mixture placement, and compaction was determined in the conducted research.
Thermal conductivity of the composite in Series 1 reached between 0.110 W/(m·K) and 0.151 W/(m·K). Thermal insulation was improved by high content of hemp shives in the composite. As indicated in the studies [39], although the thermal conductivity of a composite is affected by the amount of hemp filler, this relationship is non-linear. Fillers applied in Series 2 generated denser composites comparing to Series 1, which finally resulted in lower thermal conductivity values. This could be a consequence of different filler particles distribution characterizing both filler types. In addition, this generated greater compactness and homogeneity of Series 2 composites comparing to the Series 1.
The highest values of this parameter were found in the case of FH5 and FH6 composites-0.112 W/(m·K) and 0.109 W/(m·K), respectively. Both of these composites were characterized by the highest flax shives content and the highest apparent density. There is a visible tendency of the increase of thermal insulation features together with the increase of hemp shives -flax shives ratio in composition, even though the binder applied for all composites was of the same type.
The study conducted by Walker and Pavia proved that the thermal conductivity is influenced by the type of binder to a limited degree [37]. Moreover, according to Gourlay et al. [36], the composites comprising hydraulic lime exhibit greater thermal conductivity than the composites containing the hydrated lime, which is due to the different density of both binders. The structure formed by hydraulic lime is tighter and less porous in comparison to the one formed by hydrated lime. In turn, this results in higher density and lower thermal resistance. Figure 16 presents the dependence between the apparent density of the composites and thermal conductivity coefficients as linear. In the case of Series 1, the goodness-of-fit for the applied model, expressed as coefficient of determination (R 2 ) reaches 0.88 (see Figure 16) and in case of Series 2, R 2 value equals 0.86.
Conducted research confirmed the dependence between material apparent density and thermal conductivity.

Water Vapor Permeability Coefficient and Diffusion Resistance Factor
According to the results presented in Table 2, the type of binder, and its ratio to filler determine the water vapor permeability of the given material. The considered composites (H1 and FH1) yielded similar results (5.28 and 5.53 [-] respectively), which may be attributed to their comparable density (405 kg/m 3 and 356 kg/m 3 ). Walker et al. [49] analyzed a similar lime-hemp composites characterized by the density of 508 kg/m 3 to 627 kg/m 3 , and obtained comparable values of µ factor, ranging from 5.42 to 5.71 [-], which are comparable to the resistance factors achieved within the conducted experiment.

Compressive Strength of the Composites
Tested composites are characterized by certain mechanical properties that should enable transferring its own load plus side loads from wind. The application of this composite involves filling the load-bearing timber frame of the external walls, as well as transferring loads from both the roof and the floor.
According to Table 3 and Figure 17, the compressive strength of composites ranges 0.41-0.70 MPa and 0.51-0.85 MPa for Series 1 and 2, respectively. This parameter is affected, for instance, by the type of binder, its ratio to the filler, the fraction of shives, as well as the method of mixture compaction [18,29,37,50].

Compressive Strength of the Composites
Tested composites are characterized by certain mechanical properties that should enable transferring its own load plus side loads from wind. The application of this composite involves filling the load-bearing timber frame of the external walls, as well as transferring loads from both the roof and the floor.
According to Table 3 and Figure 17, the compressive strength of composites ranges 0.41-0.70 MPa and 0.51-0.85 MPa for Series 1 and 2, respectively. This parameter is affected, for instance, by the type of binder, its ratio to the filler, the fraction of shives, as well as the method of mixture compaction [18,29,37,50]. In the case of Series 1, the compressive strength was influenced both by the varying proportions of hemp shives and the binder, as well as the changing ratio of Portland cement to the binder, used as a partial replacement for the hydrated lime. The compressive strength obtained The highest amount of cement was used in H6 composite (highest strength in Series 1); conversely, the smallest amount of cement was used H1 composite (lowest strength in the whole experiment). In the case of Series 2, the compressive strength was determined by the type of the filler, with the highest strengths achieved by the composites characterized by the highest quantity of flax shives, namely FH6 (100% filler content by weight, highest strength), FH5 (70%, second highest strength), and FH4 (50%, third highest strength, equal to H6 from Series 1, with the highest amount of cement). Comparing the obtained values with the literature data, it was noticed that similar composite manufactured by Elfordy et al. [19] was composed of lime-based binder, hemp shives, and water in the amount of 34%:16%:50% by weight, respectively. Its compressive strength was in the range 0.18-0.85 MPa at densities of 290-610 kg/m 3 .
The examined composites can be compared to autoclaved aerated concrete (AAC) as a bearing material, but the strength of AAC with the density of 300 kg/m 3 equals 1.5 MPa. According to EN 771-4 standard, the lowest compressive strength of the AAC should not be lower than 1 MPa. The greatest compressive strength of the examined composites equals 0.85 MPa; therefore, the tested The highest amount of cement was used in H6 composite (highest strength in Series 1); conversely, the smallest amount of cement was used H1 composite (lowest strength in the whole experiment). In the case of Series 2, the compressive strength was determined by the type of the filler, with the highest strengths achieved by the composites characterized by the highest quantity of flax shives, namely FH6 (100% filler content by weight, highest strength), FH5 (70%, second highest strength), and FH4 (50%, third highest strength, equal to H6 from Series 1, with the highest amount of cement). Comparing the obtained values with the literature data, it was noticed that similar composite manufactured by Elfordy et al. [19] was composed of lime-based binder, hemp shives, and water in the amount of 34%:16%:50% by weight, respectively. Its compressive strength was in the range 0.18-0.85 MPa at densities of 290-610 kg/m 3 .
The examined composites can be compared to autoclaved aerated concrete (AAC) as a bearing material, but the strength of AAC with the density of 300 kg/m 3 equals 1.5 MPa. According to EN 771-4 standard, the lowest compressive strength of the AAC should not be lower than 1 MPa. The greatest compressive strength of the examined composites equals 0.85 MPa; therefore, the tested composites cannot be used as bearing materials. However, they can serve as fillers of the external walls made as timber frame construction, mainly due to their good thermal properties.
According to literature data [14,15], the adhesion of binder to the shives has an influence on the behavior of composite under loading. At the initial phase of sample loading, the compressive strength is determined by the binder. The deformation of composite greatly increases after the connection between shives and the binder is broken [14]. Incorrect mixing or compacting of the samples may lower the effectiveness of the connection. In addition, the contact area between both materials can crack in the course of composite drying. This may be caused by the different characteristics of particular components and different volume changing processes during drying [15], which may weaken the contact area between the matrix and the filler. Figure 18 presents the binder-filler contact area of the random composite selected from Series 1. The picture in Figure 18 was taken by means of a scanning electron microscope. According to literature data [14,15], the adhesion of binder to the shives has an influence on the behavior of composite under loading. At the initial phase of sample loading, the compressive strength is determined by the binder. The deformation of composite greatly increases after the connection between shives and the binder is broken [14]. Incorrect mixing or compacting of the samples may lower the effectiveness of the connection. In addition, the contact area between both materials can crack in the course of composite drying. This may be caused by the different characteristics of particular components and different volume changing processes during drying [15], which may weaken the contact area between the matrix and the filler. Figure 18 presents the binder-filler contact area of the random composite selected from Series 1. The picture in Figure 18 was taken by means of a scanning electron microscope.

Flexural Strength
The flexural and compressive strengths of composites are affected by similar factors. Therefore, the parameters governing both increases and decreases resemble the ones discussed in the previous case. According to Table 3, the flexural strength characterizing the composites ranged 0.05-0.24 MPa and 0.09-0.24MPa for Series 1 and Series 2, respectively. In relation to the compressive strength, the flexural strength increased to a lesser degree, for instance, the lowest value of flexural strength corresponds to approximately 21% of the highest obtained value. By contrast, the lowest value of compressive strength constitutes roughly 59% of the highest value.
According to literature investigations, a dependence between the compressive and flexural strength of the materials is observed [51-53]. Figure 19 demonstrates the relation between both the compressive and the flexural tensile strength of the examined lime-hemp and lime-flax-hemp composites obtained within the described experiments.

Flexural Strength
The flexural and compressive strengths of composites are affected by similar factors. Therefore, the parameters governing both increases and decreases resemble the ones discussed in the previous case. According to Table 3, the flexural strength characterizing the composites ranged 0.05-0.24 MPa and 0.09-0.24 MPa for Series 1 and Series 2, respectively. In relation to the compressive strength, the flexural strength increased to a lesser degree, for instance, the lowest value of flexural strength corresponds to approximately 21% of the highest obtained value. By contrast, the lowest value of compressive strength constitutes roughly 59% of the highest value.
According to literature investigations, a dependence between the compressive and flexural strength of the materials is observed [51-53]. Figure 19 demonstrates the relation between both the compressive and the flexural tensile strength of the examined lime-hemp and lime-flax-hemp composites obtained within the described experiments.
In the course of the study, it was noted that the compressive and flexural strength correspond to each other. The polynomial trend exhibited high determination coefficient for Series 1 and 2, equaling R 2 = 0.92 and R 2 = 0.91, respectively. The ratios of binder/hemp and binder/flax-hemp had an influence on the obtained relations. In the case of Series 1, the highest results were achieved for H6 composite, which contained the lowest amount of hemp, namely 30%. By contrast, the highest results in Series 2 were observed for FH6 composite, which had the greatest content of flax, amounting to 70%.
corresponds to approximately 21% of the highest obtained value. By contrast, the lowest value of compressive strength constitutes roughly 59% of the highest value.
According to literature investigations, a dependence between the compressive and flexural strength of the materials is observed [51-53]. Figure 19 demonstrates the relation between both the compressive and the flexural tensile strength of the examined lime-hemp and lime-flax-hemp composites obtained within the described experiments. Additionally, it should be mentioned that the strength of materials depends on the maturation time. The impact of maturation time on the flexural strength of a composite was investigated by Walker [34]. For the composites with the density of 508-627 kg/m 3 , the flexural strength after three months and after one year of maturation ranged 0.06-0.13 MPa and 0.1-0.2 MPa, respectively. Our strength results present values obtained after 28 days of maturation.

Internal Surface Temperature to Avoid Critical Surface Humidity
As presented in Table 4 and mentioned in Section 3.3.1, the critical month for calculation is January, due to highest value of f Rsi.min factor (f Rsi.crit ), equal to 0.814. The value calculated for December is close to the critical value obtained for January and equals 0.811. Temperature coefficient f Rsi calculated using the applied method amounted to 0.939. This value exceeds the critical ratio (0.814 for January), which prevents mold from growing on the internal surface in the course of an entire year.

Determination of the Possibility of Interstitial Condensation
According to the graphical presentation in Figure 12, showing the distribution of temperature and water vapor pressure, condensation will not appear in the case of wall H1. As far as the wall made of FH1 composite (from Series 2) is concerned, condensation appears in the 17th contact zone, located between the 17th and 18th calculation layer, where two materials characterized by varying diffusion resistance come into contact. In January, the negative temperature was observed between the 16th and 17th contact zones on the external surface. December is characterized by the greatest total stream of condensation g c amounting to 0.0455 kg/m 2 . On the other hand, the highest value of accumulated moisture, namely 0.0893 kg/m 2 was found in February. Nevertheless, all the condensate that accumulated in the period of December to February should evaporate in March.
In the winter period, the water vapor condensates at the contact point between the external plaster and composite layer due to low temperature and the differences between the water vapor permeability of these two materials. Lime plaster is characterized by higher diffusion resistance comparing to the examined composites H1 and FH1. This layer of plaster is necessary for composite protection against atmospheric factors, mainly rainfalls. Nevertheless, this difference is not significant, enabling the accumulated condensate to evaporate and, according to calculations presented in Section 3.3, it evaporates completely in March.

Conclusions
The research on the prospective application of flax and hemp acquired from Polish crops proved that both can be successfully utilized for the production of building materials. The characteristics of these materials are determined by the composition of the employed mixture. Flax and hemp, being natural products, are conducive to the sustainable development. As natural composites, they can be utilized-in conjunction with timber frames-or the construction of fully recyclable buildings.
A thorough analysis of the obtained results enables to formulate the following conclusions: 1.
Biological composites based on hemp and flax are characterized by low strength parameters, which prevent them from being applied as bearing materials. The compressive strength of the tested composites was below 1 MPa, which makes them inferior to the lightest autoclaved aerated concretes.

2.
Thermal properties of the tested composites are promising for the application as an insulating material. In the case of the lightest mixtures, thermal conductivity coefficient values are below 0.1 W/(m·K), which makes them superior to autoclaved aerated concretes.

3.
Composites based on flax straw and hemp shives fillers exhibit better thermal properties than the composites containing only hemp shives as filler.

4.
Good thermal properties and poor durability makes lime-hemp and lime-flax-hemp composites an appropriate filling material for timber frame constructions of the external walls, even without additional insulation.

5.
Manufactured composites are characterized by low apparent density, ranging 356-476 kg/m 3 . This value is similar to lightweight autoclaved aerated concrete and should therefore ensure a relatively low weight of the constructed building. 6.
The density of the composite and the related thermal conductivity are both determined by the content of flax and hemp fillers. The increase of filler content simultaneously lowers the apparent density and decreases thermal conductivity coefficient. 7.
The composite produced from hemp and flax is characterized by high absorptivity, in most cases exceeding 100% by weight. It value may be lowered by the increase of binder content. 8.
Lime-flax-hemp composite can be used for the construction of external walls, preventing the growth of mold and mitigating the negative impact of interstitial condensation that occurs in the wall to a limited degree, and can be quickly evaporated during the first spring days. 9.
Lime-hemp composites, due to high water vapor permeability (µ = 5.28 and 5.53), are appropriate materials for the external walls, when using the suitable external and internal plasters providing diffusive openness of the whole barrier.