Technology acceptance : Malaysian industrialised building system (IBS) case

In embracing globalisation, it is necessary for all industries, including the AEC/FM industry, to be equipped with relevant technology. One such technology available for the sector is the industrialised building system (IBS). Since 1998, a substantial work of campaign in order to encourage the use of IBS in Malaysia has been done by Construction Industry Development Board (CIDB). For example providing large funds for research, creating standard through various training and promotional programmes. Previous studies have shown that using IBS can enhanced the management of project quality, automatically save cost and led to less rectification work of construction project. However, result revealed the adoption of IBS in Malaysia construction industry is still far from government desired. Disintegration among stakeholders during the design stage has been identified as one major barrier for implementing IBS. As such, this paper explores the potential solutions to reduce disintegration. The research presented uses focus groups to obtain qualitative data. It was found that increased collaboration and team integration, such as team accountability, structural organisation and operation in terms of work processes and environment will enhance the IBS adoption in the Malaysian construction industry

Supply chain management (SCM) : disintegration team factors in Malaysian industrialised building system (IBS) construction projects

Malaysia as a developing country, is driving for implementing a new or modern construction method called Industrialised Building System (IBS), as an alternative towards enhancing construction productivity. The level of implementation of IBS however is still below the Government target. One of the key barriers of its implementation is related to project delivery and supply chain issues. The majority of IBS project developments in Malaysia are still conducted using the traditional construction process approach, which has resulted in a failure to form effective teams and thus impacted on a number of issues such as delay, wastages, and lack of communication and coordination. This paper, through the use of industry workshops, aims to validate this issue and investigate how far it affects the process of IBS implementation. Suggestions on how an integrated approach in design and construction in order to minimise the fragmentation gaps will be concluded

The Use of Waste Polymers in Asphalt Mixtures: Bibliometric Analysis and Systematic Review

Asphalt is widely employed in road construction due to its durability and ability to withstand heavy traffic. However, the disposal of waste polymers has emerged as a significant environmental concern. Recently, researchers have used polymer waste to modify asphalt pavements as a new approach. This approach aims to improve pavement performance and address the environmental concerns of polymer waste. Researchers have demonstrated that incorporating polymeric waste into asphalt mixtures can lead to performance improvements in asphalt pavements, particularly in mitigating common distresses including permanent deformation and thermal and fatigue cracking. The current comprehensive review aims to summarize the recent knowledge on the usage of waste polymers in asphalt mixtures, encompassing their impact on performance properties and mixture design. The review also addresses different types of waste polymers, their potential benefits, challenges, and future research directions. By analyzing various studies, this review offers insights into the feasibility, effectiveness, and limitations of incorporating waste polymers into asphalt mixtures. Ultimately, this contributes to the advancement of sustainable and environmentally friendly road construction practices

Use of calcium carbonate nanoparticles in production of nano-engineered foamed concrete

Researchers have shown significant interest in the incorporation of nanoscale components into concrete, primarily driven by the unique properties exhibited by these nanoelements. A nanoparticle comprises numerous atoms arranged in a cluster ranging from 10 nm to 100 nm in size. The brittleness of foamed concrete (FC) can be effectively mitigated by incorporating nanoparticles, thereby improving its overall properties. The objective of this investigation is to analyze the effects of incorporating calcium carbonate nanoparticles (CCNPs) into FC on its mechanical and durability properties. FC had a 750 kg/m3 density, which was achieved using a binder-filler ratio of 1:1.5 and a water-to-binder ratio of 0.45. The CCNPs material exhibited a purity level of 99.5% and possessed a fixed grain size of 40 nm. A total of seven mixes were prepared, incorporating CCNPs in FC mixes at the specific weight fractions of 0% (control), 1%, 2%, 3%, 4%, 5%, and 6%. The properties that were assessed included the slump, bulk density, flexural strength, splitting tensile strength, compressive strength, permeable porosity, water absorption, drying shrinkage, softening coefficient, and microstructural characterization. The results suggested that incorporating CCNPs into FC enhanced its mechanical and durability properties, with the most optimal improvement observed at the CCNPs addition of 4%. In comparison to the control specimen, it was witnessed that specimens containing 4% CCNPs demonstrated remarkably higher capacities in the compressive, splitting tensile, and flexural tests, with the increases of 66%, 52%, and 59%, respectively. The addition of CCNPs resulted in an improvement in the FC porosity and water absorption. However, it also led to a decrease in the workability of the mixtures. Furthermore, the study provided the correlations between the compressive strength and splitting tensile strength, as well as the correlations between the compressive strength and flexural strength. In addition, an artificial neural network approach was employed, utilizing k-fold cross-validation, to predict the compressive strength. The confirmation of the property enhancement was made through the utilization of a scanning electron microscope

Innovative geopolymer-based cold asphalt emulsion mixture as eco-friendly material

In recent years, there has been a growing interest in cold asphalt emulsion mixture (CAEM) due to its numerous advantages, including reduced CO2 emissions, energy savings, and improved safety during construction and application. However, CAEM has often been considered inferior to hot mix asphalt (HMA) in terms of performance. To address this issue and achieve desirable performance characteristics, researchers have been exploring the modification of CAEM using high-cost additives like ordinary Portland cement. In this study, the focus was on investigating the effects of utilizing waste alkaline Ca(OH)2 solution, ground granulated blast-furnace slag (GGBFS), and calcium carbide residue (CCR) as modifiers to enhance the properties of CAEM. The aim was to develop an innovative geopolymer geopolymer-based cold asphalt emulsion mixture (GCAE). The results of the study revealed that the use of waste alkaline Ca(OH)2 solution led to an increase in early hydration, which was confirmed through scanning electron microscopy. Furthermore, the experimental findings demonstrated that waste alkaline Ca(OH)2 solution significantly contributed to the rapid development of early-age strength in GCAE. As a result, GCAE showed great potential for utilization in pavement applications, particularly for roads subjected to harsh service conditions involving moisture and temperature. By exploring these alternative modifiers, the study highlights a promising avenue for enhancing the performance of CAEM and potentially reducing the reliance on expensive additives like ordinary Portland cement. The development of GCAE has the potential to offer improved performance and durability in pavement applications, thus contributing to sustainable and efficient road infrastructure

Thermal conductivity, microstructure and hardened characteristics of foamed concrete composite reinforced with raffia fiber

Researchers have become enthralled with using natural fiber, which is a waste product from industrial processes, as an additive in cement-based materials. This is due to the fact that natural fiber is inexpensive, has principal carbon neutrality, and is obtainable in large quantities. Additionally, this fiber is made from a renewable resource. Hence it has a low density and is amenable to undergoing chemical alteration. The idea of this investigation is to discover the reactivity of raffia (raphia vinifera) fiber (RF) in low-density foamed concrete (FC). FC density of 950 kg/m3 was utilized. Workability, density, thermal conductivity, SEM analysis, compressive, bending, and tensile strengths were the parameters that were quantified and assessed. Based on the outcomes, it has been determined that the mechanical properties and thermal conductivity of FC-RF composites may be enhanced by using RF with an ideal reinforcing fraction content of 6%. Slump flow gradually decreased from 2% to 8% RF fraction content. The lowest slump flow was achieved by adding RF to the FC mixture at a fraction content of 8%. The density of FC-RF composites shows a developing tendency, likely because of the RF's comparatively high specific gravity and increasing fraction content. The addition of RF to FC considerably enhances the material's compressive, bending, and tensile strength. The optimal strength characteristics emerged when 6% RF was added to FC. Besides, the FC thermal conductivity improves as the weight percent of RF increases because the porous structure of FC with RF allows it to absorb heat

Experimental Research on the Shear Connectors in Foam Concrete

In order to improve the longitudinal shear resistance between foam concrete and C-Channels, an investigation is carried out on the shear connectors in foam concrete with cold-formed steel double C-Channels embedment. Twenty-four tests have been carried out in two groups. Two types of connectors: flange connectors and web connectors are installed using self-drilling screws for a rapid construction. The experimental results show that they can effectively improve the longitudinal shear-resist capacity of the concrete. After the experiment, the specimens are dismantled for an interior observation. Based on the observation, the form of damage, the failure mechanism was discovered, and the equation of longitudinal shear capacity was developed. It is concluded that the failure involves independent slippage between two C-Channels and the shear connection fractures. Since the composite structure requires sufficient slip between the two materials, these types of shear connectors will have good enhancement for this type of composite structures subjected to dynamic loads

The impact of quality management systems on construction performance in the North West of England

As the total construction output in the North West of England (NWE) is forecast to rise by an average of 2.5% over the next five years. It is imperative for organizations in the region to improve their overall construction performance, particularly if they are to hit the targets presented by UK Government in the construction 2025 report. Despite the known benefits of quality management systems (QMS) its implementation in relation to construction performance is very limited, particularly in the UK. Therefore, the purpose of this paper is to examine whether QMS can affect construction performance in the NWE. A pragmatic mixed method approach of sequential explanatory strategy was adopted to conduct this research. This initially involved a quantitative approach of questionnaire surveys to gain opinions and views of a representative sample of industry professionals based in the NWE. The quantitative results were analyzed to discover relationships in the data and further formulate the questions for the qualitative interviews. Three interviews with leading industry professionals were then conducted and the data was analyzed using a thematic approach. The themes identified in the interviews were then cross-referenced with the data discovered in the questionnaire survey and literature review. The findings provide a clear indication that the implementation of a QMS has a positive effect on construction performance in the NWE. Immediate improvements in efficiency of a construction organization when implementing a QMS were discovered, including greater managerial control and the recording and reduction in defects. Long term effects of changing company attitude by setting out company requirements and responsibilities through highlighting the significance of quality, and furthermore encouraging a culture of co-operation and teamwork, were also proven to increase construction performance as time progresses. To further enhance this research the focus could be on the whole of the UK. However, a greater amount of time would be required to gain the required representative sample. Furthermore, although the questionnaire survey was distributed equally within the selected sample, a greater number of respondents working for contractors responded. Therefore, the respondents of the questionnaire survey were not equal in terms of organization (client, contractor, sub-contractor, project manager). According to the best knowledge of the authors and through searching many sources, there are no specific studies examining QMS and their effect on construction performance in the UK and particularly in the NWE. Therefore, it is believed the study is the first of its kind. The study discovered many findings that can be considered as a contribution to practice and theory. Moreover, it can be considered as a fundamental base for future studies in this research area. © 2019, © 2019 Informa UK Limited, trading as Taylor & Francis Group