<?xml version="1.0" encoding="utf-8"?>
<rss version="2.0" xmlns:atom="http://www.w3.org/2005/Atom">
    <channel>
        <title>Construction of Optimized Energy Potential Feed</title>
        <link>https://reference-global.com/journal/COOEP</link>
        <description>Reference Global RSS Feed for Construction of Optimized Energy Potential</description>
        <lastBuildDate>Thu, 22 Oct 2026 23:33:09 GMT</lastBuildDate>
        <docs>https://validator.w3.org/feed/docs/rss2.html</docs>
        <generator>https://github.com/jpmonette/feed</generator>
        <image>
            <title>Construction of Optimized Energy Potential Feed</title>
            <url>https://paradigm-files.s3.eu-central-1.amazonaws.com/COOEP/cover-image.jpg</url>
            <link>https://reference-global.com/journal/COOEP</link>
        </image>
        <copyright>All rights reserved 2026, Technical University in Czestochowa</copyright>
        <atom:link href="https://reference-global.com/2/rss/journal/COOEP" rel="self" type="application/rss+xml"/>
        <item>
            <title><![CDATA[Steel fibers in 3D-printed concrete: a brief review of feasibility and research gaps]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2026.15.09</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2026.15.09</guid>
            <pubDate>Mon, 13 Jul 2026 00:00:00 GMT</pubDate>
            <description><![CDATA[Ultra high-performance fiber-reinforced concrete (UHPFRC) is an advanced cementitious material characterized by exceptional mechanical properties and durability, making it a promising candidate for application in 3D printing technologies. The integration of UHPFRC with additive manufacturing offers significant potential for the development of complex, efficient, and customized structural elements in modern construction. This study aims to provide a literature review on application of UHPFRC in 3D printing, with particular emphasis on the material jetting technique of Shotcrete 3D Printing (SC3DP). The review focuses on material properties, printability, and the influence of steel fibers on both fresh and hardened performance. The analysis indicates that UHPFRC demonstrates strong potential for Shotcrete 3D Printing, offering advantages such as improved adaptability and interlayer bonding compared to extrusion-based methods. However, the incorporation of steel fibers introduces challenges related to rheology and pumpability. From an environmental perspective, UHPFRC may enhance material efficiency and reduce resource consumption, although the lack of standardized mix design guidelines and limited comparative studies highlight the need for further research.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Geological and groundwater aspects of ground-source heat pump systems for buildings: an overview]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2026.15.10</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2026.15.10</guid>
            <pubDate>Mon, 13 Jul 2026 00:00:00 GMT</pubDate>
            <description><![CDATA[In recent years, the European Union has been moving towards low-carbon energy systems, which has led to a growing number of ground-source heat pump (GSHP) installations with vertical borehole heat exchangers (BHEs). These systems help to reduce greenhouse gas emissions, but their influence on the subsurface environment needs to be properly evaluated during both the design and the operational phase. This paper presents a literature review of the environmental aspects related to the installation and long-term use of closed-loop vertical BHEs. The review analyses thermal changes in the ground around the boreholes, including cases where thermal depletion may occur in arrays of multiple boreholes. Particular attention is given to the hydrogeological effects of borehole construction in difficult geological conditions, such as karst areas, where drilling through soluble carbonate rocks may encounter cavities and conduit networks, and may create unwanted hydraulic connections between aquifers.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Phase change materials in passive solutions for maintaining thermal comfort in buildings]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2026.15.08</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2026.15.08</guid>
            <pubDate>Mon, 13 Jul 2026 00:00:00 GMT</pubDate>
            <description><![CDATA[Accelerating climate change and the growing demand for energy-efficient solutions are driving research into innovative passive technologies for buildings. This study investigates the integration of Phase Change Materials (PCM) with an underfloor heating system in ground contact floors to enhance thermal performance and thermal comfort. Numerical simulations carried out in the ANSYS Transient Thermal module were used to develop and verify 3D models incorporating Rubitherm RT21 PCM (latent heat 165 kJ/kg, melting range 19 °C – 24 °C). An analysis of 27 different heating schedules was performed over 96-hour simulation periods. The results show that PCM integration reduces indoor air temperature amplitude by approximately 2 °C – 3 °C compared to the reference model without PCM. The PCM layer effectively absorbs heat during peak heating periods and releases it during cooling phases, thereby creating more stable indoor temperatures. The findings indicate that strategic scheduling of underfloor heating, combined with an appropriately designed PCM layer, is crucial for improving thermal stability without increasing energy consumption and provide practical guidance for the design of future hybrid passive-active systems in buildings, particularly in heating-dominated climates.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Thermal conductivity of polyurethane insulation boards subjected to temporary compression]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2026.15.07</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2026.15.07</guid>
            <pubDate>Mon, 13 Jul 2026 00:00:00 GMT</pubDate>
            <description><![CDATA[This article examines the validity of using polyurethane boards (PUR and PIR) in ground-based floor construction. Currently, polystyrene (EPS or XPS) boards are most commonly used. The use of PUR and PIR boards raises some concerns among designers and contractors regarding their performance under load, such as a cement screed layer. The aim of the study was to assess the effect of simulated temporary loading of polyurethane boards on their thermal insulation performance. The performance of polyurethane samples was also compared with that of XPS polystyrene. A lambda meter was used to measure thermal conductivity. The λ-value of samples cut from the plates was measured and then the test was repeated after 30 days of seasoning these samples under load. Changes in sample thickness were also monitored. It was found that all seasoned samples showed a slight decrease in insulating performance, however this was not due to a reduction in sample thickness under load. Thickness changes were minimal in all cases. No significant differences were observed in the performance of polyurethane and polystyrene samples under load. The advantage of polyurethane is that its λ-value is over 30 % better than that of XPS, but when selecting the material, economic and environmental aspects should also be taken into account.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Application of reliability theory and risk management in sustainable agricultural construction infrastructure in high-risk regions]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2026.15.11</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2026.15.11</guid>
            <pubDate>Mon, 13 Jul 2026 00:00:00 GMT</pubDate>
            <description><![CDATA[Reliability theory, probabilistic modeling, and risk management are tools that allow for determining the probability of correct operation under specific times and conditions, better understanding complex real-world systems by accounting for their variability, and reducing project risk to optimal levels. This study examines the application of reliability theory to create a robust methodological framework for assessing the reliability of agroecosystems and their supporting construction and environmental infrastructure. This approach enables a deeper understanding of the inherent potential of current agricultural production systems, including storage, technical and water-management infrastructure. Furthermore, it considers maintaining ecological balance within reasonable limits, providing a solid foundation for defining tactical actions in this regard and aligning with the concept of sustainable development in civil and environmental engineering.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Application of electrical resistivity tomography for geotechnical assessment near the Vistula flood protection infrastructure]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2026.15.06</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2026.15.06</guid>
            <pubDate>Sun, 12 Jul 2026 00:00:00 GMT</pubDate>
            <description><![CDATA[We present an Electrical Resistivity Tomography (ERT) survey conducted near Larsen sheet pile walls along the Wał Zawadowski embankment in Wilanów, Warsaw. The survey profiles are 120 m long and the depth of investigation differs depending on the applied measurement protocol, reaching approximately 26 m for the gradient xl array and up to about 30 m for the dipole-dipole array. By inverting the apparent resistivity data, we identified a three-layer sub-surface structure (sands; water-saturated sands with clay and silt; muds). The field-scale tests show that the gradient protocol produced an RMS misfit below 5 %, whereas the dipole-dipole protocol yielded a misfit of about 15 %, mainly due to noise from buried utilities. This work allows direct comparison of the same geological profile under identical site conditions by two types of geophysical measurements. We argue that such comparisons are rarely reported for urban floodplain environments, yet they can provide valuable guidance for planning ERT investigations where drilling and sounding access is limited and their locations must be selected carefully. The presented approach supports and optimises decision-making processes in the design, monitoring and maintenance of hydraulic and geotechnical structures.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Customer service quality in real estate agencies in the context of new technologies: An analysis of challenges and expectations]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2026.15.05</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2026.15.05</guid>
            <pubDate>Wed, 20 May 2026 00:00:00 GMT</pubDate>
            <description><![CDATA[The quality of customer service in real estate agencies is increasingly shaped by digital technologies, including online platforms, virtual tours, and e-signatures. Although transactions are still traditionally finalized, client decisions are largely made online, which makes digital touch-points crucial for building trust and satisfaction. This study applies the Customer Journey Mapping (CJM) method to analyze service quality in real estate agencies, based on interviews with 19 clients and 3 employees in Poland. A model CJM was developed, covering five stages of the customer journey. At each stage, key touchpoints, emotions, needs, pain points, and potential improvements were identified. Results highlight three critical “moments of truth” where client emotions strongly influence satisfaction. The findings confirm the usefulness of CJM in evaluating service quality and designing practical improvements. Its application in the real estate sector provides both academic value and actionable recommendations for agencies seeking to increase customer satisfaction and competitive advantage.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Finite element modelling and analysis of a reinforced concrete beam bridge structure]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2026.15.03</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2026.15.03</guid>
            <pubDate>Tue, 19 May 2026 00:00:00 GMT</pubDate>
            <description><![CDATA[This article presents a numerical study of a reinforced concrete beam-and-slab bridge span carried out using the finite element method (FEM). The analysed span consists of a slab and longitudinal ribs, with geometry and reinforcement based on a previously tested prototype. The ribs are reinforced longitudinally from 12 mm to 20 mm bars in five samples and transversely with 5 mm stirrups at 100 mm spacing, while the slab contains a 5 mm bar mesh with 50 mm spacing in both directions. A three-dimensional nonlinear FEM model was created, including material nonlinearity of concrete and reinforcing steel and realistic boundary conditions. The bridge span was analysed under static loads from 10.8 kN up to an ultimate load of 36 kN, and the results were compared with available experimental data. Stress and strain distributions, load-strain relationships, crack patterns and mid-span deflections were obtained for several configurations with different diameters of tensile reinforcement. The study shows how a gradual reduction of reinforcement diameter from 20 mm to 12 mm affects stiffness, strain levels and the serviceability limit state of the span, and demonstrates the potential of FEM for assessing the behaviour and safety of existing or reconstructed bridge structures.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Lab-based validation of glass-floor systems for zero-energy buildings]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2026.15.02</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2026.15.02</guid>
            <pubDate>Tue, 19 May 2026 00:00:00 GMT</pubDate>
            <description><![CDATA[The subject of this study is experimenting with a procedure to verify a prototype walkable glazing module in the laboratories belonging to the University of Žilina. A square-shaped specimen with sides of length 800 mm, incorporating a triple-glazed insulated glass unit within a thermally broken stainless-steel frame, was conditioned and tested under rigorously controlled conditions. Air permeability was assessed following EN 1026 and EN 12207 by mounting the specimen in a special sealed test frame, applying stepwise pressure differentials up to 600 Pa, and recording steady-state volumetric flow rates. Watertightness testing conformed to EN 1027/EN 12208 protocols, using an oscillating rain simulator delivering 5 L/m2·min and internal pressurization in incremental steps, with leak detection via absorbent-paper inspection. For completeness, the measurements were supplemented by thermal-transmittance evaluations as per the ISO 12567-2 employed hot-box method. The measurement results showed that the product is capable of withstanding several extreme weather conditions.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Enhanced multi-objective mountain gazelle optimization via modified adaptive weight approach for construction time-cost trade-off problems]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2026.15.04</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2026.15.04</guid>
            <pubDate>Tue, 19 May 2026 00:00:00 GMT</pubDate>
            <description><![CDATA[This study presents an enhanced multi-objective Mountain Gazelle Optimizer integrated with a Modified Adaptive Weight Approach (MAWA) to solve construction time-cost trade-off problems. The MAWA mechanism adaptively balances exploration and exploitation, improving convergence and Pareto-front quality. The proposed MAWA-MGO is evaluated using a 19-activity construction project and compared with Multi-Objective Particle Swarm Optimization and plain MGO. Performance is assessed using hypervolume, spread, and a number of function evaluations. Results show that MAWA-MGO achieves the highest hypervolume (0.697) with substantially reduced computational effort (27 % normalized NFE), indicating superior convergence and efficiency while maintaining competitive diversity. Statistical analyses further confirm improved robustness, with lower variability in both project duration and cost. A crowding-distance-based decision-making approach is applied to identify balanced scheduling solutions, demonstrating the practical applicability of the proposed method in construction project management.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Integration of risk assessment methods in construction with BIM technology – an innovative approach]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2026.15.01</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2026.15.01</guid>
            <pubDate>Tue, 19 May 2026 00:00:00 GMT</pubDate>
            <description><![CDATA[The article under discussion herein sets forth a discussion of the utilisation of the BIM model in the context of risk management on construction sites. The authors present the use of information contained in the model for the identification and analysis of risk, as well as for graphical visualisation of risk responses in the form of equipment or collective protection measures. The article demonstrates the potential for automating risk analysis activities through the utilisation of If/Then analyses, Monte Carlo simulations and Python programming.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Analysis of the potential use of poly(acrylonitrile-co-butadiene-co-styrene) in autoclaved aerated concrete]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2025.14.23</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2025.14.23</guid>
            <pubDate>Fri, 12 Dec 2025 00:00:00 GMT</pubDate>
            <description><![CDATA[Industrial activity in the 21st century increasingly emphasizes a low-emission economy, sustainable construction, material recycling, and the closed-loop use of building materials. Concrete, in both cast-in-place and precast structures, remains the most widely used construction material. Numerous approaches to concrete modification have been developed, and the recycling of construction materials became a priority in the late 20th century, particularly in Western Europe and the United States, as well as in the context of the Earth Summits initiated in the 1990s. One such modifier derived from recycled plastics is acrylonitrile-butadiene-styrene (ABS). ABS is an amorphous, metastable polymer characterized by high strength, impact resistance, hardness, scratch resistance, favorable insulating properties, and resistance to light and UV radiation. Its main limitation is its low resistance to acids, esters, and ketones. To evaluate the effect of ABS modified with basalt powder on the properties of autoclaved aerated concrete (AAC), compressive strength was adopted as the primary performance indicator, and a functional usability profile was developed.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Identification of brittle damage in a UHPC beam using ultrasonic transmission tomography]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2025.14.22</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2025.14.22</guid>
            <pubDate>Fri, 12 Dec 2025 00:00:00 GMT</pubDate>
            <description><![CDATA[This paper presents the results of ultrasonic testing conducted on a steel fiber-reinforced UHPC (Ultra-High Performance Concrete) beam with dimensions of 0.2 m × 0.24 m × 6.0 m. The beam was subjected to 13 loading stages, with an asymmetrical load application. For the first 11 loading stages, longitudinal ultrasonic wave propagation at a frequency of 150 kHz was measured prior to each loading step using an ultrasonic concrete tester. The recorded wave travel times were then processed in MATLAB using a least squares method with Tikhonov regularisation to reconstruct the damaged zones within the beam. The results enabled the identification of localised cracks and the progressive development of damage in the UHPC beam.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Nonlinear modeling of the mechanical properties of materials in CAD systems: from experiment to simulation]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2025.14.14</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2025.14.14</guid>
            <pubDate>Fri, 12 Dec 2025 00:00:00 GMT</pubDate>
            <description><![CDATA[The article investigates the potential application of CAD systems for predicting the mechanical properties of structural materials by comparing experimental test results with data from nonlinear simulations. Real-world tests were conducted using a universal testing machine and specimens manufactured according to ASTM E8M standards, while SOLIDWORKS 2022 Professional with the SOLIDWORKS Simulation module was employed for modeling. Special attention was given to optimizing simulation parameters, including mesh configuration, time steps, and the selection of the “Nonlinear Elastic” material type, which enabled the accurate representation of complex material behavior under tensile loading. The comparison of experimental and simulated data revealed an error margin of 4 % – 7 %, confirming the high accuracy of the modeling approach. Observed deviations are attributed to simplifications in the stress-strain curve and limitations of the model. The study highlights the promising role of CAD systems in forecasting the mechanical characteristics of both existing and novel materials with unique properties, while also underscoring the need for further refinement of modeling techniques to account for real-world physical phenomena.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Implementation of the 5S lean tool at a laboratory station in the road industry]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2025.14.21</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2025.14.21</guid>
            <pubDate>Fri, 12 Dec 2025 00:00:00 GMT</pubDate>
            <description><![CDATA[The concept of lean management is increasingly being adopted in all economic sectors around the world. The benefits of its use allow you to eliminate waste, save time, money and natural resources, while increasing the quality of the final product. Implementing lean tools into the organizational structures of enterprises improves the quality of work at each workstation, minimizes the level of accidents and increases the company’s competitiveness on the industry market. The aim of the study was to identify existing problems at the workplace in the road engineering laboratory and to propose 5S to eliminate them. To this end, a survey was conducted among laboratory employees and a visual assessment was conducted before and after the improvements were implemented. Based on the results, it was concluded that the identified areas of waste were eliminated, primarily by reducing the time spent searching for tools, materials, and equipment by approximately 33.33 %.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[The digital reflection: how digital twin technology is transforming architecture, construction, and building operations]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2025.14.15</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2025.14.15</guid>
            <pubDate>Fri, 12 Dec 2025 00:00:00 GMT</pubDate>
            <description><![CDATA[Digital twin technology is revolutionizing the architectural and construction industries by offering a live, data-driven digital replica of physical buildings. Unlike static 3D models, digital twins evolve with time, integrating real-world data captured from sensors, IoT devices, and user inputs. This enables stakeholders to monitor, analyse, and optimize building performance in real-time. The power of digital twins lies in their ability to bridge the physical and digital worlds, allowing architects, engineers, and facility managers to simulate scenarios, track changes, and predict future behaviour of structures based on historical and real-time data. In architectural design and facility management, digital twins extend the capabilities of Building Information Modelling (BIM) by incorporating live feedback loops, allowing professionals to go beyond documentation and into predictive modelling. When paired with platforms like Revit and AutoCAD, and enhanced with technologies such as point cloud scanning, digital twins become powerful tools for renovation, retrofitting, and complex site analysis. This technology is particularly valuable in smart building development and urban planning, offering real-time visibility into energy use, occupancy, system performance, and lifecycle optimization. As this innovation matures, it is setting a new paradigm for how buildings are designed, constructed, operated, and maintained across their full lifecycle.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Energy-efficient renovation of an industrial hall into a biomass and biogas laboratory in the context of the EU Renovation Wave]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2025.14.20</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2025.14.20</guid>
            <pubDate>Fri, 12 Dec 2025 00:00:00 GMT</pubDate>
            <description><![CDATA[The construction sector currently accounts for one-third of EU CO2 emissions, and approximately 75 % of existing buildings are energy inefficient. According to research, 85 % – 95 % of existing buildings will still be standing in 2050. In October 2020, the European Commission presented a strategy called the Renovation Wave, which aims to increase the energy efficiency of buildings. The article includes an analysis of damage to an industrial facility in the context of thermal and humidity conditions, an example of modernization work for an industrial facility and its partial adaptation to a biomass, biogas, and biofuel laboratory. The facility is a single-story steel hall with ceramic brick infill, with plan dimensions of 12.5 × 31.0 m and a height of 7.2 m. It was necessary to perform a technical condition assessment, particularly of the construction materials, and an analysis of thermal and humidity conditions for the indicated scope of renovation work.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Building ceramics – raw materials, technology, and economic importance]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2025.14.19</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2025.14.19</guid>
            <pubDate>Fri, 12 Dec 2025 00:00:00 GMT</pubDate>
            <description><![CDATA[The ceramics industry plays a key role in the economy, supplying materials essential for construction, electronics, metallurgy, and many other industries. In 2024, the production of ceramic products in Poland reached 118 million tons, including nearly 3 billion bricks and hollow blocks. The basic raw material for the production of building ceramics is clay rocks containing minerals such as kaolinite, illite, and montmorillonite. These deposits are found throughout the country, especially in the Świętokrzyskie, Częstochowa, and Tarnobrzeg regions. At the end of 2024, the balance of clay raw material resources was 2,014.6 million m3, and extraction increased by 20 % compared to the previous year. The ceramic production process includes raw material preparation, forming, drying, firing, and quality control. Modern technologies focus on automation, heat recovery, and the use of secondary raw materials. Building ceramics are characterized by high strength, weather resistance, fire resistance, and aesthetics. They are used in the production of bricks, roof tiles, tiles, clinker, and structural elements in traditional and energy-efficient construction. Production based on local raw materials reduces CO2 emissions and supports the regional economy. Thanks to its durability and environmental friendliness, building ceramics remain the material of the future, combining tradition with modern trends in sustainable development.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[BIM for flood mitigation: A survey-based case study]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2025.14.24</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2025.14.24</guid>
            <pubDate>Fri, 12 Dec 2025 00:00:00 GMT</pubDate>
            <description><![CDATA[The construction industry is increasingly adopting digital technologies, with Building Information Modelling (BIM) gaining attention for enhancing flood mitigation planning. However, in Johor Bahru, where flood risks rise due to rapid urbanisation, BIM adoption for flood mitigation remains limited by knowledge gaps, technical and policy barriers, and weak stakeholder collaboration. This study aims to determine current BIM adoption levels, investigate barriers, and propose strategies to improve implementation in flood mitigation projects. A quantitative approach was employed using a questionnaire survey within a case study contractor organisation. Findings show 66.7 % of respondents frequently use BIM, with 60 % applying it at Level 3 maturity (fully integrated collaboration). Key barriers include high investment costs, lack of expertise, and limited access to accurate data. Proposed strategies include leadership support, training, financial incentives, and regulatory alignment. While adoption shows positive trends, wider implementation requires coordinated efforts to enhance BIM’s role in flood-resilient urban infrastructure.]]></description>
            <category>ARTICLE</category>
        </item>
        <item>
            <title><![CDATA[Technology and ecology: A comparative analysis of computer-aided tools supporting environmental impact assessments of construction projects in Poland and the Czech Republic]]></title>
            <link>https://reference-global.com/article/10.17512/bozpe.2025.14.17</link>
            <guid isPermaLink="false">/article/10.17512/bozpe.2025.14.17</guid>
            <pubDate>Fri, 12 Dec 2025 00:00:00 GMT</pubDate>
            <description><![CDATA[The aim of the article is to compare selected tools supporting environmental impact assessments of construction projects in Poland and in the Czech Republic. Key functionalities of these tools were analyzed to help understand both similarities and differences in the two countries’ approaches to developing solutions that comply with the legal requirements while also supporting investors in preparing environmental documentation. Recommendations for improvement were also included in the article.]]></description>
            <category>ARTICLE</category>
        </item>
    </channel>
</rss>