A study of engineering properties of cement mortar with stainless steel oxidizing slag and reducing slag resource materials

2013 ◽  
Vol 40 ◽  
pp. 239-245 ◽  
Author(s):  
Yeong-Nain Sheen ◽  
Her-Yung Wang ◽  
Te-Ho Sun
2020 ◽  
Vol 2 (3) ◽  
Author(s):  
Lalani Fernando ◽  
Karunananda Pemasiri ◽  
Buddhika Dassanayake

Crystals ◽  
2021 ◽  
Vol 11 (8) ◽  
pp. 988
Author(s):  
Muhammad Firdaus Anuar ◽  
Payam Shafigh ◽  
Azman Ma’amor ◽  
Sumra Yousuf ◽  
Farid Wajdi Akashah

Changes in cement-based materials containing waste after exposure to elevated temperatures are an important aspect that should be studied in developing sustainable construction materials. Modified cement-based materials obtained using the industrial waste present robust engineering properties can lead to sustainable development. This work evaluated the capacity of oil palm boiler clinker (OPBC) waste that had been produced during the palm oil extraction process as partial and full substitutions for natural sand to produce cement mortar. The mortar materials were cured under three different curing conditions and were then tested at a room temperature of approximately 27 °C and elevated temperatures of 200 °C to 1000 °C using an electric furnace. The specimens were maintained in the electric furnace under maximum temperatures for 2 h and were then cooled down with water or under ambient temperature. The changes in the forms of colour, weight, compressive strength, microstructure, mineralogical composition, and thermal conductivity were investigated. Test results showed that the compressive strength of OPBC mortars was generally higher than the strength of the control mortar after heat exposure. Water cooling exerted less damage to samples compared to air cooling. The results from field emission scanning electron microscopy–energy-dispersive X-ray spectroscopy demonstrated that the mineral composition varied at different temperatures. In conclusion, this work provides an extensive report and can be used as a guide in utilising OPBC as cementitious materials for future cement-based applications.


2020 ◽  
Vol 8 (10) ◽  
pp. 430-437
Author(s):  
Rajeeth T. J. ◽  
◽  
Ashiq Hussain Shah ◽  
Shoiab Manzoor Makhdomi ◽  
Abdul Naveed Wani ◽  
...  

The construction activities are increasing day by day. Due to this the natural sand is increasing its scarcity and its price in all parts of the country. Therefore reducing the consumption of natural sand in construction is a major issue while considering the both environment and economic view. The sustainable development for construction involves the use of nonconventional, innovative materials and recycling of industrial by products in order to compensate the lack of natural resources. Copper slag is one of the industrial by-product obtained during manufacture of copper. This paper reviews the characteristics of copper slag and its effects on the engineering properties of cement, mortar and concrete.


2017 ◽  
Vol 29 (6) ◽  
pp. 06016024 ◽  
Author(s):  
Chandni Kumari ◽  
Bhaskar Das ◽  
R. Jayabalan ◽  
Robin Davis ◽  
Pradip Sarkar

Materials ◽  
2020 ◽  
Vol 13 (2) ◽  
pp. 342 ◽  
Author(s):  
Weiguang Zhang ◽  
Shihui Shen ◽  
Ryan Douglas Goodwin ◽  
Dalin Wang ◽  
Jingtao Zhong

Semi-flexible composite mixture (SFCM) is developed based on a unique material design concept of pouring cement mortar into the voids formed by open graded asphalt mixture. It combines the flexibility of asphalt concrete and the stiffness of Portland cement concrete and has many advantages comparing to conventional roadway paving materials. The main objective of this paper was to evaluate the engineering properties of SFCM and assess the constructability of the SFCM. A slab SFCM sample was fabricated in the laboratory to simulate the filling of cement mortar in the field. Performance testing was carried out by indirect tensile (IDT) test because it was found to be able to correlate with the field performance of asphalt mixtures at low, intermediate, and high temperatures. They were used in this study to evaluate the thermal cracking, fatigue, rutting, as well as moisture resistance of SFCM. A control hot mix asphalt (HMA) mixture was used to compare with the results of SFCM. Based on the testing results, it was found that the designed SFCM showed good filling capability of cement mortar. SFCM had higher dynamic modulus than the control HMA. It had good resistance to rutting and moisture damage. Based on fracture work, SFCM showed better resistance to thermal cracking while lower resistance to fatigue cracking.


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