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Environmental issues caused by the production of Portland cement have led to it being replaced by waste materials such as fly ash, which is more economical and safer for the environment. Also, fly ash is a material with sustainable properties. Therefore, this paper aims to focus on the development of sustainable construction materials using 100% high-calcium fly ash and potassium hydroxide (KOH)-based alkaline solution and study the engineering properties of the resulting fly ash-based geopolymer concrete. Laboratory tests were conducted to determine the mechanical properties of the geopolymer concrete such as compressive strength, flexural strength, curing time and slump. In phase I of the study, carbon nanotubes (CNTs) were added to determine their effect on the strength of the geopolymer mortar. The results derived from the experiments indicate that mortar and concrete made with 100% fly ash C require an alkaline solution to produce similar (comparable) strength characteristics as Portland cement concrete. However, it was determined that increasing the amount of KOH generates a considerable amount of heat causing the concrete to cure too quickly; therefore, it is notable to forming a proper bond was unable to form a stronger bond. This study also determined that the addition of CNTs to the mix makes the geopolymer concrete tougher than the traditional concrete without CNT.

Tests were conducted to determine properties of the geopolymer concrete such as compressive strength, flexural strength, curing time and slump. In Phase I of the study, CNTs were studied to determine their effect on the strength of the geopolymer mortar.

The results derived from the experiments indicate that mortar and concrete made with 100% fly ash C require an alkaline solution to produce the same strength characteristics as Portland cement concrete. However, it was determined that increasing the amount of KOH generates too much heat causing the concrete to cure too quickly; therefore, it is notable to forming a proper bond. This study also determined that the addition of CNTs to the mix makes the concrete tougher than concrete without CNT.

This study was conducted at the construction engineering and management concrete laboratory at North Dakota State University in Fargo, North Dakota. All the experiments were conducted and analyzed by the authors.

The coast at Berakas in the Brunei-Muara district of Brunei Darussalam suffers from erosion caused by a combination of fluvial and marine processes. This paper investigates the rate and pattern of erosion along a 1.8-km stretch of coast to compare the difference between the unprotected and protected sections. We used (i) image and spatial analysis and (ii) field geomorphology. The Digital Shoreline Analysis System (DSAS) in ArcGIS was used to compare the study area using two Google Earth images. The study found that the unprotected section had receded by 4.6 m between 2009 and 2019, while the protected section had advanced by 8.0 m over the same period; intense gullying and slumping of cliff continued at both sections. The detached headland breakwaters in the protected section were effective in stabilizing the coast. A concrete drain installed parallel to the cliff edge appears to be capable of intercepting storm runoff, but its effectiveness was undermined by lack of maintenance. We conclude that terrestrial-fluvial processes continue to erode coastal land and cause slumping of the cliff face at Berakas. However, coastal protection structures that curb the marine process could stabilize the coastline, even where sediment transport is active.

Solder pastes are complex products which are designed to meet the conflicting requirements of printability, slump resistance, good tack and a range of reflow conditions. This paper describes how the metal content and solder particle size distributions in solder pastes affect these properties for a typical RMA type product. The major effects are explained by reference to the purely physical effects of alloy density, metal content and solder powder size on the mean particle separation within the paste. Lower alloy density, high metal content and smaller solder powder size all reduce inter‐particle separations causing viscosity to increase, slump resistance to improve and peak tack force to increase. The paper also discusses the more subtle effects of the chemical interactions between solder powder and flux medium on the same properties. These are illustrated by reference to the changes which take place in performance of a typical solder paste during storage over 12 months. Ageing by solvent loss and rosin drying brought about by the effects of metal soaps formed between solder and activators probably contribute to these changes. Ageing can result in improved performance in tests like slump resistance and consequently solder balling, while in others, such as open time, there is a decrease in performance.

Concrete, the second most used material in the world, surpassed only by water, relies on a vast amount of cement. The process of cement production emits substantial amounts of carbon dioxide (CO₂). Consequently, it is crucial to search for cement alternatives. Geopolymer concrete (GC) uses industrial by-product material instead of traditional cement, which not only reduces CO₂ emissions but also enhances concrete durability. On the other hand, the disposal of concrete waste in the landfills represents a significant environmental challenge, emphasising the urgent need for sustainable solutions. This study aimed to investigate waste concrete's best form and rate as the alternative aggregates in self-compacting and ambient-cured GC to preserve natural resources, reduce construction and demolition waste and decrease pertinent CO₂ emissions. The binding material employed in this research encompasses fly ash, slag, micro fly ash and anhydrous sodium metasilicate as an alkali activator. It also introduces the best treatment method to improve the recycled concrete aggregate (RCA) quality.

A total of25%, 50% and 100% of coarse aggregates are replaced with RCAs to cast self-compacting geopolymer concrete (SCGC) and assess the impact of RCA on the fresh, hardened and water absorption properties of the ambient-cured GC. Geopolymer slurry was used for coating RCAs and the authors examined the effect of one-day and seven-day cured coated RCA. The mechanical properties (compressive strength, splitting tensile strength and modulus of elasticity), rheological properties (slump flow, T500 and J-ring) and total water absorption of RCA-based SCGC were studied. The microstructural and chemical compositions of the concrete mixes were studied by the methods of energy dispersive X-Ray and scanning electron microscopy.

It is evident from the test observations that 100% replacement of natural aggregate with coated RCA using geopolymer slurry containing fly ash, slag, micro fly ash and anhydrous sodium metasilicate cured for one day before mixing enhances the concrete's quality and complies with the flowability requirements. Assessment is based on the fresh and hardened properties of the SCGC with various RCA contents and coating periods. The fresh properties of the mix with a seven-day curing time for coated RCA did not meet the requirements for self-compacting concrete, while this mix demonstrated better compressive strength (31.61 MPa) and modulus of elasticity (15.39 GPa) compared to 29.36 MPa and 9.8 GPa, respectively, for the mix with one-day cured coated RCA. However, incorporating one-day-cured coated RCA in SCGC demonstrated better splitting tensile strength (2.32 MPa) and water absorption (15.16%).

A potential limitation of this study on SCGC with coated RCAs is the focus on the short-term behaviour of this concrete. This limited time frame may not meet the long-term requirements for ensuring the sustained durability of the structures throughout their service life.

This paper highlights the treatment technique of coating RCA with geopolymer slurry for casting SCGC.

The purpose of this paper describes a second‐year induction programme developed to support student transition. The sophomore slump theory suggests that students may experience a slump in the second year, resulting in poorer outcomes and increased attrition rates. Students were asked to reflect on their first year experience in order to identify learning and plan for the year ahead, in order to reduce potential for a slump during the second year.

Students beginning the second year of a four‐year BSc Honours Nursing programme participated in a one‐day induction prior to commencement of semester 1 classes. Students were assigned to groups and asked to reflect on some key questions in relation to their first year experience. Responses were collated on flip chart paper and discussed together.

Emergent themes are discussed here: forward planning, engagement with the institution, and building a strong foundation.

This process served to illustrate to staff some of the “hidden curriculum” issues and offered opportunities to focus on areas of student weakness such as referencing and academic writing. Using a combination of reflection, and experiential learning in induction may serve to transition students through the sophomore slump.

The challenge for academics is to continue to find ways to enhance the student experience in an increasingly diverse student population, and determine its effect on attrition rates. This paper offers a reflective commentary, exploring the authors’ learning, on the implementation of one innovative programme of longitudinal induction.

The purpose of this paper is to investigate how the formulation of a solder paste (with regards to the flux and particle size distribution (PSD)), can influence its creep and recovery performance.

New lead‐free paste formulations were characterised utilising viscometry and oscillatory methods, after which creep/recovery investigations were conducted to determine the recovery performance. Measurements were recorded using a rheometer with a parallel plate geometry of 40 mm and a sample height of 1 mm.

Results from the study highlighted that the formulation of a solder paste can have a significant impact on the creep/recovery measurements. Variations in flux and PSD highlighted a considerable difference in the recoverability of the solder pastes, in one instance demonstrating more than a 20 per cent increase in structural recovery.

More extensive research is needed relating to reduced PSDs, such as type 6 and 7 solder pastes, to fully understand their influence on the creep/recovery performance.

The results presented in this paper emphasise important information and investigational methods for research and development, and quality control.

The paper highlights how the composition of new paste formulations can influence the creep/recovery behaviour. It was found that the recoverability can be increased by careful selection of the flux and PSD, which in turn could reduce slumping influences in the print process. If used as a quality control tool, this paper may allow for the reduction in print defect occurrence.

This paper aims to provide an account of the unemployment performance of two Nordic countries during their recent labour market booms and slumps.

Based on the empirical models of Karanassou et al., we conduct dynamic simulation exercises and explore the determinants of unemployment.

The analysis yields two main findings. First, the capital stock was the most important determinant of the unemployment trajectory in both countries. This result appears in all periods considered: in the slump of the early 1990s and the boom of the late 1990s, as well as in the stabilisation period of the early 2000s. Second, the role of the foreign sector on the unemployment trajectory was significant in Finland, its quantitative impact being one‐third of the effect for the capital stock in the first and third periods, and half of the latter in the second period.

The results illustrate the importance of non‐standard labour market variables in examining unemployment trajectories. The findings call for a wider than usual perspective in trying to solve the unemployment problem.