Water Absorption Research Articles

Optimizing compressive strength prediction using adversarial learning and hybrid regularization

The infrastructure industry consumes natural resources and produces construction waste, which has a detrimental impact on the environment. To mitigate these adverse effects and reduce raw material consumption, waste materials can be repurposed to achieve sustainability. However, recycled materials deteriorate the intrinsic properties of concrete. A suitable ratio of natural resources and recycled aggregates can produce the desired compressive strength. Compiling sufficient data in civil engineering laboratories to make reliable conclusions is time-consuming and costly. Therefore, this research proposes a novel approach for predicting compressive strengths using limited data. The generative adversarial network was employed to generate synthetic data. Hybrid training, utilizing either conventional loss or heuristic loss, prevents the model from overfitting by adaptively adjusting the regularization term. Random noise from a multivariate normal distribution is embedded heuristically into the training samples to capture intricate data variations. Sensitivity analysis indicated that the size of recycled coarse aggregate and water are the most significant features, aligning with their correlations. Interestingly, superplasticizer, density of recycled coarse aggregate, and water absorption ratio of recycled coarse aggregate contributed significantly to predictions despite their low correlations. The propounded method outperforms random forest, support vector regression, artificial neural network, and adaptive boosting by scoring a mean squared error of 7.97, a root mean squared error of 2.82, a mean absolute error of 2.13, and a coefficient of determination of 0.96. These results suggest that the proposed technique can effectively contribute to sustainable construction practices by accurately predicting compressive strengths.

Biocompatible, porous hydrogels composed of aliphatic polyesters and poly(2-isopropenyl-2-oxazoline). Their application as scaffolds for bone tissue regeneration.

In this study, porous networks were efficiently prepared by crosslinking hydrophilic poly(2-isopropenyl-2-oxazoline) (PiPOx) with dicarboxylic polyesters (HOOC-PLA-COOH or HOOC-PCL-COOH) in the presence of sodium chloride as a water-soluble porogen. Importantly, by using a relatively simple synthetic protocol, the resulting spongy materials were freely formed to the desired size and shape while maintaining stable dimensions. According to the SEM data, the porous 3D structure can be altered by the pore dimensions, which are dependent on the porogen crystal size. After porosity characterization, the mechanical properties were also evaluated via uniaxial compression and tensile tests. The porous networks formed hydrogels with a high water absorption capacity. Finally, after showing cytocompatibility by the MTT assay, we also demonstrated the applicability of the porous hydrogels as scaffolds for cell cultivation. The presented results suggest that this type of hydrogels is a promising material for tissue engineering.

Non-degenerate two-photon imaging of deep rodent cortex using indocyanine green in the water absorption window

We present a novel approach for deep vascular imaging in rodent cortex at excitation wavelengths susceptible to water absorption using two-photon microscopy with photons of dissimilar wavelengths. We demonstrate that non-degenerate two-photon excitation (ND-2PE) enables imaging in the water absorption window from 1400-1550 nm using two excitation sources with temporally overlapped pulses at 1300 nm and 1600 nm that straddle the absorption window. We explore the brightness spectra of indocyanine green (ICG) and assess its suitability for imaging in the water absorption window. Further, we demonstrate in vivo imaging of the rodent cortex vascular structure up to 1.2 mm using ND-2PE. Lastly, a comparative analysis of ND-2PE at 1435 nm and single-wavelength, two-photon imaging at 1300 nm and 1435 nm is presented. Our work extends the excitation range for fluorescent dyes to include water absorption regimes and underscores the feasibility of deep two-photon imaging at these wavelengths.

Investigation of open air and under water laser surface texturing on surface roughness and wettability of Al-Mg alloy

Aluminum-Magnesium (Al-Mg) alloy is widely used in aerospace and marine related applications due to its high corrosion resistance, tensile strength and ductility properties. However, due to hydrophilic nature, its applications are restricted in areas where water absorption may cause problems like corrosion. In this research work, high speed laser texturing was carried out on Al-Mg alloy (AA5754) to improve hydrophobic properties of the material surface. Four different types of pattern, namely lines, grids, concentric circles and concentric rectangles were created on the material surface using a nanosecond fiber laser. Scanning speed was varied at two levels i.e., 500 mm/s and 1000 mm/s. Line density of texture designs was also varied at two levels of 10 lines per mm and 15 lines per mm. The texturing process was carried out in two different processing environment namely open air and in underwater condition. Distilled water with 1 mm thickness above the surface was used during underwater texturing condition. Surface morphology, surface roughness and wettability of all the surfaces were studied for all the experimental conditions. It was observed that lower scanning speed of 500 mm/s resulted in higher values of surface roughness and contact angles. Also, larger texture density leads to lower surface roughness and contact angles for all the pattern designs. Among all the studied texture patterns, grid structures, textured at 500 mm/s of scanning speed resulted in largest surface roughness and surface hydrophobicity.

Microstructural behavior of mortars containing thermo-activated crushed demolition residue (TCDR)

The construction industry has been constantly expanding and is, consequently responsible for a high consumption volume of natural raw materials and for generating large amounts of waste. In detriment of this scenario, this research proposes the reuse of Construction and Demolition Waste (CDW), especially that from plaster for making mortars. The residue was thermo-activated at 650 °C for a period of 2h, a heating rate of 10 °C/min, it was crushed in a jaw crusher and passed through an ABNT N° 16 sieve. The mortars were prepared with a (cement:sand) ratio of 1:6 by mass, the sand was partially replaced by the residue in proportions of 0, 10, 20 and 30%, using Ordinary Portland Cement (OPC). Tests were carried out on consistency index, mass density, incorporated air content, isothermal calorimetry, water retention, mass density in the hardened state, flexural strength, compressive strength, water absorption and void index, in addition to testing techniques characterization, such as laser granulometry, pozzolanic activity using the Modified Chapelle method and Lúxan method, X-Ray Fluorescence (XRF), X-Ray Diffraction (XRD), Scanning Electron Microscopy (SEM) as well as Mercury Intrusion Porosimetry (MIP). It was possible to observe that the residue has amorphous phases, through XRD and heterogeneous nucleation of smaller particles, proven by the calorimetry test, contributing to the increase in mechanical strength. The results indicate that the mixture with 30% replacement achieved a greater increase in mechanical strength, lower absorption rates and consequently, a reduction in the distribution of pore sizes.

Evaluation of filler activation for sustainable FRP composite by studying properties, mechanism, and stability

The aim is to develop new fiber-reinforced polymer (FRP) water pipe by activating fiber glass (FG) by vinyltriethoxysilane (VS) getting vinylsilane-activated FG (AFG) for filling vinylester (VE) via continuous winding to make a novel VE-AFG composite. The novelty of this work is the activation of fiber glass by vinylsilane as a single filler in vinylester and compounding them via a two-dimensional continuous winding process for the first time. The crosslinking occurred in the AFG/VE/curing agent system after activation. The activated composites increased thermal stability; 25% VE-AGF increased the degradation temperatures at 10%, 25%, and 50% weight loss by 73.3%, 10%, and 7.2%. With the activated 20% composite, values of axial strength, hoop strength, and hardness were developed by 6.3%, 2%, and 8.7%, respectively. The decay resistance to different microorganisms was increased with VE-AFG composites as a result of a sharp decrease in biodegradability percentages. The activated composites are stable toward water absorption; the least percentage was recorded by 25% VE-AFG, which minimized the water absorptivity by more than 62%. The reported characterization sentence approves enhancement of thermal, physical, and mechanical stability of sustainable vinylester-fiber glass composites manufactured by continuous winding; this is recommended for application in water pipe systems.

Mechanical, durability and microstructural properties of waste-based concrete reinforced with sugarcane fiber

Extensive research has focused on producing sustainable concrete by exploring waste and recycled materials as alternatives to virgin substances. However, waste-based concretes often exhibit inferior durability and mechanical performance compared to traditional concrete. Incorporating reinforcement agents can enhance their performance. This study investigates the use of sugarcane fiber as a reinforcement in waste-based concretes containing fly ash (FA), ground granulated blast furnace slag (GGBS), and recycled concrete fine and coarse aggregates (RFA and RCA). Five dosages of sugarcane fibers (0 %, 1 %, 2 %, 3 %, and 4 % by fine aggregates mass) were examined. Mechanical and durability tests, including compressive strength, flexural strength, water absorption, and chloride ion penetration, were conducted. Scanning electron microscopy and micro-porosity analysis were employed for further assessment. Results show that adding sugarcane fiber enhances the waste-based concrete properties, with 3 % being the optimal dosage. This dosage improves compressive strength by 16 %, flexural strength by 35 %, flexural load bearing capacity by 34 %, energy absorption by 107 %, and toughness index by 6 %, while reducing water absorption by 4 % and chloride ion penetration by 23 %. Further increases in fiber dosage decrease concrete properties. The enhanced behavior is attributed to reduced porosity, refined pore structure, and reduced microcrack propagation. This study underscores the potential of incorporating sugarcane fiber along with waste materials to develop eco-friendly composites, aiming to mitigate carbon dioxide emissions and address environmental concerns.

Effect of a novel high‐fibre component from quinoa on the properties of bread‐making

SummaryThe study investigates the impact of incorporating a fibre‐rich component derived from quinoa (QFC) into wheat flour on the physicochemical, rheological and bread‐making characteristics. QFC, possessing triple the dietary fibre contents of quinoa grain, increased fibre levels in blends from 4% to 12%. As QFC inclusion increased from 0% to 20%, farinograph water absorption increased from 59.6% to 66.7%, while dough stability decreased from 9.9 to 3.5 min. Amylograph properties exhibited elevated gelatinisation temperature and reduced viscosities with QFC supplementation. Bread hardness surged from 997 to 2800 g with 0%–20% QFC incorporation. Sensory quality remained acceptable up to 15% QFC, beyond which it significantly declined. Additives enhanced bread volume from 2.66 to 3.34 for 15% QFC bread, along with sensory parameters. The QFC‐incorporated bread not only improved nutritional quality but also positioned itself as a viable fibre‐rich alternative in the food industry, promising benefits for health‐conscious consumers.

Investigation on the Mechanical Properties of Wood-Plastic Composites for theApplication of Ceiling Panels

Abstract Wood-plastic composites are relatively novel composite materials that consist of a blend of wood flour waste with high-density polyethylene and polypropylene plastic waste, designed for use in ceiling applications. Various samples were produced using different ratios from the total weight, including 20:80, 30:70, and 40:60, with sieve sizes of 0.425mm, 1.18 mm, and 2mm. The composites were created by melting plastics and sawdust at a temperature of1800c utilizing the hot-press moldings technique employing diverse formulations. The properties of sample composites were analyzed experimentally based on ASTM standards to investigate water absorption levels as well as flexural strength, impact resistance hardness along with surface morphology via the design of experiments. This research study indicates that nine composite formulations consisting of HDPE and PP plastics combined with wood flour can produce favorable physio-mechanical properties. Among these various combination specimens tested in this study FS3/FC30N exhibited excellent physio-mechanical properties; including desirable values such as water absorption level at 5.5103%, flexural strength at 61.12 Mpa, impact resistance measuring 33.45J/cm2, and hardness rating up to 80 RHB. Thus it is highly recommended for use in chipboard ceiling panel applications due to its potential benefits.

Sustainable cement mortar production using rice husk and eggshell powder: a study of strength, electrical resistivity, and microstructure

In order to preserve the natural fine aggregates and proper waste resources recycling, rice husk and eggshell powders were used as filler materials in production of standard M30 grade mortar. Natural fine aggregate was replaced with rice husk powder (RHP) at 3%, 5%, 7%, 10%, 12%, and 15%, and with eggshell powder (EP) at 3%, 5%, and 7%, both at a constant water-to-cement ratio of 0.40. Compressive strength, split tensile strength, water absorption, pore distribution, and electrical resistivity of the mortar samples were investigated. Also, XRD, SEM, and EDS were performed to observe the samples’ chemical phases and microstructure. The results show that up to 15% RHP reduced the compressive strength by 20–35%, whereas the up to 7% EP obtained a similar (varies by 0–5%) result compared to the control sample at 28 days. Furthermore, the results suggest that sand replacement with RHP and EP had no impact on the water absorption and pore volume of mortars. Also, the samples made with up to 15% RHP and 7% EP improved the resistivity by up to 80% and 15%, respectively, providing better resistance to chloride ion migration. Based on the results, it is recommended to use the RHP and EP up to a level of 5% and 7%, respectively, in sustainable M30 grade mortar production.

Enhancing Durability of Concrete and Mortar with Ceramic Waste: A Comprehensive Review

The construction industry continually seeks sustainable materials to enhance the durability of structures while minimizing environmental impact. Ceramic waste, a by-product of the ceramic manufacturing process, presents a promising alternative. Traditionally used for tiles, sanitary ware, and bricks, ceramic materials are valued for their high strength, aesthetic appeal, and thermal insulation properties. The study indicates that ceramic waste enhances the durability of construction materials due to its inherent properties, such as low water absorption and high abrasion resistance. Additionally, utilizing ceramic waste addresses environmental concerns associated with landfill disposal, which include soil and water contamination, greenhouse gas emissions, and the depletion of landfill space. Incorporating ceramic waste into construction materials not only offers environmental benefits by reducing landfill waste and conserving natural resources but also provides economic advantages through cost-effective waste management and material production. This research explores the incorporation of ceramic waste into construction materials, emphasizing the enhanced durability properties like water absorption, Chloride test, UPV test, Electrical resistivity test, freezing and thawing test, drying shrinkage test and sulphate attack test of concrete and mortar mix while highlighting the dual benefits of improved material performance. The results of water absorption increases with ceramic amount increment, resistance to chloride ion rises to 20% replacement, drying shrinkage and electrical resistivity decreases with increase in amount of ceramic waste, freezing and thawing & sulphate attack showed that ceramic waste material used as aggregate increases, mass loss reduces due to freezing and thawing cycles and the amount of ceramic waste material used increases, compressive strength increases up to a certain limit when immersion in sulphuric acid solution.

Effect of Na2SiO3/NaOH rate and natural zeolite content on basalt fiber reinforced eco-efficient slag-based geopolymer mortar synthesis

Considering that industrial wastes such as granulated blast furnace slag (GBFS) and fly ash (FA) will be released less or more in the future, developing geopolymer composites with natural pozzolans is a critical issue today. In this study, geopolymer composites with different SS (sodium silicate)/SH (sodium hydroxide) rates (2.0, 2.5 and 3.0) were produced by NZ reinforcement at 5%, 10% and 15%, and their physicomechanical, transport, high-temperature resistance, microstructure, carbon footprint and cost features were investigated. Geopolymer composites had been heat-cured for 8 h at 80 °C. The porosity of geopolymer composites varies between 5.2 and 7.2%, while their water absorption is between 3.4 and 6.9%. The dry unit weight of all geopolymer composites is less than 2300 kg/m3. The compressive strength of the geopolymer composite with an SS/SH rate of 3 and an NZ rate of 5% was about 75 MPa, and the compressive strength of the geopolymer composite with an SS/SH rate of 2 and an NZ rate of 15% was about 40 MPa. The capillary water absorption value of geopolymer composites is generally less than 1 kg/m2. While the compressive strength of geopolymer composites exposed to 600 °C ranged from 21.2 to 40.5 MPa, using 5% and 10% NZ generally improved the high-temperature resistance. The carbon emission of geopolymer composites was between 391.4 and 400.8 kgCO2/kg, while the cost increased only slightly with increasing NZ content. As a result, NZ content of 10% when the SS/SH rate is 2.5 and NZ content of 5% when the SS/SH rate is 3 improves many features of geopolymer composites.

An evaluation of the use of plastic waste in the manufacture of plastic bricks

An integrated analysis is performed for the present study, including an evaluation of the mechanical and durability properties of plastic brick, a cost-effectiveness analysis, and an eco-benefit analysis of recycling plastic waste into bricks. To promote sustainable construction practices, pp waste is used in plastic brick to replace waste material often discarded in landfills and burned. This study involved the preparation of 36 (230 mm × 110 mm × 90 mm) bricks. Modified fly ash containing 40, and 45% of the cement weight was incorporated into the samples. There is an increase in waste production among the Indian population. Some of these wastes pose a threat to the environment. There is also a significant amount of plastic waste in the country. Even though it is not biodegradable, it poisons trees and aquatic organisms. Thus, waste plastics were repurposed for use in the construction industry. Cement, fly ash, M sand, and plastic waste fibers are used to make plastic bricks. Polypropylene (PP) has a high deformation capacity and is a cost-effective material. Plastic waste is used in this study in the form of polypropylene fibers. To produce the bricks, different mix ratios were used in which PP waste was used in proportions of 5%, 10%, and 15% (represented as Mix1, Mix2, and Mix3), based on the total mixing of the polycarbonate substance volume of bricks. The purpose of this study is to investigate the feasibility of utilizing plastic wastes to produce a cost-effective and lightweight plastic brick for use in construction. Compressive strength, water absorption, soundness, efflorescence, and hardness tests were carried out on the bricks. The compressive strength of mix 2 at a load of 426 kg is the highest of the three plastic bricks tested. A comparison of this proportion with other mix proportions and conventional brick effectiveness.

Determination and interpretation of firing temperature in ancient porcelain utilizing thermal expansion analysis

This study utilizes a multidisciplinary approach, combining simulation experiments, thermal expansion analysis, XRD, SEM, and physical property assessments to investigate the firing temperature in illitic-kaolinitic porcelain. Our findings indicate that the accuracy of the thermal expansion method depends on both the actual firing temperature and dwell time. When dwell time is uncertain, the method provides a range of possible actual firing temperatures, differing by approximately 100 °C. Remarkably, as the porcelain body nears full vitrification, the determined firing temperature tends to be notably higher. A critical analysis of previous research suggests potential overestimation of ancient kiln temperatures. Additionally, our study highlights the usefulness of bulk density, water absorption, porosity, and mullite content in determining dwell time. Overall, our research offers new insights into ancient porcelain firing processes.

Contrasting rhizosheath formation capacities in two maize inbred lines: implications for water and nutrient uptake

Abstract Background and aims Rhizosheath, the soil attached to plant roots, may enhance drought resilience by improving water and nutrient uptake. This study evaluates the effects of rhizosheath formation on water and nutrient absorption from soils with different textures and moistures. Methods Two maize inbred lines R109B (Rh +) and Ky228 (Rh-), known for their distinct rhizosheath formation yet having identical root morphology, were cultivated in loamy sand and loamy soils. When plants were 45 days old, a controlled soil drying cycle was initiated and parameters such as plant transpiration rate (E), leaf water potential ($${\psi }_{leaf}$$ ψ leaf ), and soil water content/potential were monitored. At the end of soil drying cycle, the total nutrient uptake in the plants’ shoots was assessed. Results Rh + demonstrated a denser rhizosheath, particularly in loamy sand, correlating with increased root hair development. Rh + plants in loamy sand had a 1.73-fold increase in normalized mass rhizosheath compared to loam soil. In moderate moisture, Rh + exhibited improved soil–plant-water relationships, evidenced by higher midday E and $${\psi }_{leaf}$$ ψ leaf in loamy soil than Rh-. However, no significant differences were noted under severe drought between Rh + and Rh-, likely attributed to diminished root hairs functionality. In loamy sand, Rh + plants exhibited 1.5 times higher phosphorus uptake, 1.46 times higher calcium uptake, and 2.02 times higher manganese uptake compared to Rh-. Conclusion Root hair development is a crucial factor in rhizosheath formation. The efficacy of the rhizosheath in enhancing water and nutrient uptake is significantly influenced by soil texture and moisture conditions.

Carbon nitride/polyaniline/metal oxide composite system endows epoxy resin with reinforcements in the fire safety, thermal stability, and water resistance

AbstractReducing the fire risk of epoxy coatings has been a significant focus in the research of thermosetting resin materials. Various carbon nitride/polyaniline/metal oxide hybrids (CNPMOs) were synthesized using in‐situ oxidative polymerization and modified adsorption methods. Combustion analysis results indicated that CNPMOs effectively reduced the heat release of epoxy coatings during combustion. The epoxy coatings containing various CNPMOs (EFe, EY, and ETi) exhibited excellent smoke suppression and toxicity reduction properties. Furthermore, in comparison to the pure sample (E0) and reference sample (E1), the epoxy coatings EFe, EY, and ETi demonstrated improved thermal stability. In water resistance tests, the water absorption rates of EFe, EY, and ETi were significantly lower than that of E0. The CNPMOs enhanced the hydrophobicity of the epoxy coating to better protect the substrate in humid environments.

Preparation of coal gangue foam concrete modified by nanomaterials: Physical properties, pore structure, and electromagnetic properties

In this study, coal gangue foam concrete (CGFC) was modified with nanomaterials to optimize its electromagnetic wave (EWV) absorption performance. Single-factor test was carried out to explore the effects of nano-silica (NS) and nano-calcium carbonate (NC) on the physical characteristics, hydration products and microstructure of CGFC. The results showed that the compressive strength of CGFC was the optimal when NS and NC were mixed with 1.5 wt% each, in which case the volume water absorption also decreased to the lowest value of 20.61 %. Additionally, compared with the control group, the incorporation of NS significantly accelerated the cement hydration rate. Moreover, the synergistic effect after the addition of NC promoted the cement hydration to generate more ettringite and C-S-H gel, and partly reduced the average pore size of CGFC, thereby improving the pore structure. Finally, the attenuation constant of the composite material can reach 187.92, and the reflection loss can reach −35.6 dB, demonstrating its excellent electromagnetic wave absorption ability.

Functional Properties, Nutrient Content, Digestibility and Acceptability of Breakfast Cereals Made from Yellow Maize-Soybean Composite and Firm-Ripe Banana Flour

Breakfast cereals were produced from blends of yellow maize-Soybean composite and firm-ripe banana flours. A Composite flour blend was formulated by mixing yellow maize flour and soybean flour in the ratio of 70:30. Then, five samples of breakfast cereals were produced by substituting firm-ripe banana flour with the composite flour at the following ratios: 95:5 =A, 90:10 = B, 85:15 = C, 80:20 = D, 75:25 =E, and a 100% composite flour blend of yellow maize and Soybean flour (100:0 = F) served as a control. The functionality of the flour blends was assessed. The breakfast cereals were assessed of their proximate composition, anti-nutrient content, in-vitro protein and starch digestibility, and sensory qualities using standard methods. Results revealed that, Bulk density of the samples ranged from 0.90-0.97 g/cm3. Foaming capacity increased significantly from 3.28 to 9.83 %, water absorption capacity increased from 2.60 to 2.40 % while oil absorption capacity decreased from 0.68 to 1.10 % with increased in the percentage composition of firm-ripe banana flour in the blend. Swelling capacity and Gelation temperature ranged from 2.16 to 3.33 % and 72.33 to 75.66 ℃ respectively. Values of protein (9.31 – 12.65 %), lipid (3.61 – 4.94 %), ash (3.16 – 4.22 %) and calorie (372.85 – 382.76 kcal/100g) decreased, while fibre (2.90 – 4.53 %) and carbohydrate (53.92 – 75.77 %) increased, with increasing substitution of firm-ripe banana flour. Phytate (0.57 to 15.45 mg/100g), tannin (40.25-82.92 mg/100g), oxalate (5.24-8.84 mg/100g) and saponin (3.92 to 10.28 mg/100g) were within safe-limits. In-vitro protein digestibility increased from 30.87 to 35.95 % showing significant increase (p˂0.05) with increasing substitution of firm-ripe banana flour, while invitro starch digestibility ranged from 31.74 to 16.21 %. Breakfast cereals developed with up to 10% banana flour compared favourably with Control in all sensory attributes assessed and were acceptable by consumers when served with cold milk.

Mechanical Characterization of Sisal Fiber Reinforced PP Composite Panels

ABSTRACT This study investigates the mechanical properties of single and double-layer woven sisal mat-reinforced PP composite panels. Sisal fibers were extracted using the manual decortication method, resulting in fibers with a density of 1.43 g/cm3 and a diameter ranging from 0.4 mm to 0.6 mm. To improve the bonding between the sisal fibers and the matrix, the fibers were hand-spun into yarn and woven into mats. The study focuses on the unique material combination and the use of sisal as a natural fiber reinforcement. The 18 mm thick panels were tested for water absorption following ASTM D570, compression strength, and tensile strength following ASTM D3039 using the UTES-100 High Precision universal strength tester machine. Composite panels with single layers of 10% and 15% woven fabric mat, loaded with 8 kg and 10 kg, exhibited compressive strengths of 11.6KN and 12.5KN, respectively. Panels reinforced with two layers of 20% and 30% sisal woven fabric mat, loaded with 8 kg and 10 kg, had compression strengths of 12.2KN and 12.5KN, respectively. Moreover, composite samples with 15% single layer and 30% double-layer sisal woven fabric mat demonstrated a equal compression strength of 12.5KN, falling within the range recommended by ISO13006:2012. The tensile strength of 16.99MPa, although slightly below the recommended ISO13006 value of 20MPa for commercial-grade panels, indicates promising results. The study’s findings suggest that higher fiber content and additional reinforcement layers lead to increased compression and tensile strength. Furthermore, the moisture absorption rate of the developed composite panels was significantly lower than the 0.5% water absorption rate authorized by the American National Standard Institute.

Application of Guar Gum Treatment of Basalt Residual-Soil Shallow Slope in Early Ecological Restoration

This paper found that environmentally friendly guar gum biopolymers are helpful for stopping the erosion of basalt residual-soil shallow slopes, while also improving the problems of poor stability, difficult growth of early vegetation, and weak initial resistance to the rainfall scouring of these slopes under extreme climatic conditions. Then, to illustrate the effects of the guar gum treatment, laboratory tests have been conducted, including a soil strength test, water retention and water absorption tests, a disintegration test, and a simulated rainfall erosion test, and the pattern of its effect on vegetation growth has been explored. The results indicate that as the content of guar gum increases, both the cohesion and angle of internal friction exhibit a trend of first increasing and then decreasing; the angle of internal friction varies within a range of 21° to 26°. The evaporation rate, water absorption rate, and disintegration rate of this guar gum-treated soil were significantly reduced, while the cracking of the surface layer was significantly improved. The disintegration rate of the soil is only about 2%, as the guar gum content is greater than 1%. Moreover, there is no sign indicating that vegetation germination was affected by the guar gum, meaning that it maintains a favorable environment for vegetation to grow. Guar gum-cured slopes were significantly protected under heavy rainfall washout conditions, with a 94.85% reduction in total soil loss from the slope surface compared to untreated slopes. Since the pores of soil are filled with guar gum hydrogel, the erosion resistance of soil is greatly enhanced. The results of this study will provide a scientific basis for engineering the protection of shallow slopes of basalt residual soils.