8 results on '"Manhanga, Fallon Clare"'
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2. Determination of Crack Healing Efficiency of Concrete Containing Crystalline Admixture in Experimental Procedures Using Image Analysis
- Author
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Manhanga, Fallon Clare, primary, Khmurovska, Yuliia, additional, and Rudžionis, Žymantas, additional
- Published
- 2023
- Full Text
- View/download PDF
3. Natural zeolite powder in cementitious composites and its application as heavy metal absorbents
- Author
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Rudžionis, Žymantas, Adhikary, Suman Kumar, Manhanga, Fallon Clare, Ashish, Deepankar Kumar, Ivanauskas, Remigijus, Stelmokaitis, Gediminas, and Navickas, Arūnas Aleksandras
- Published
- 2021
- Full Text
- View/download PDF
4. The investigations on properties of self-healing concrete with crystalline admixture and recycled concrete waste
- Author
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Manhanga Fallon Clare, Rudžionis Žymantas, Ivanauskas Ernestas, and Augonis Algirdas
- Subjects
concrete ,self-healing ,crystalline ,admixture ,crack ,Engineering (General). Civil engineering (General) ,TA1-2040 - Abstract
The concept of self-healing concrete is becoming more necessary as sustainability in construction is more desirable. Amongst the current solutions in this technology are autogenous, chemical, and bacterial self-healing. It is paramount that secondary raw materials be used in the production of selfhealing concrete as a form of a sustainable solution. Therefore, in this paper, the admixture “Betocrete-CP-360-WP”, which is a crystallizing waterproofing admixture with hydrophobic effect and is 100% recyclable, has been used and its effect on the physical, chemical, and mechanical properties of concrete, as well as selfhealing capabilities of concrete, have been determined. According to the obtained results, the crystalline additive “Betocrete-CP-360-WP” has no effect on density and slightly increases the amount of entrained air in the concrete mix. However, it does decrease the workability of the concrete mixture which could prove problematic in transportation to the construction site or in concreting in general. Also, with the crystalline admixture in the concrete mix, a 60% reduction in concrete compressive strength after one day of hardening has been estimated, but after 7 and 28 days, the strength attained is within the ranges of the control samples. In addition, concrete containing Betocrete-CP360-WP was 30% less water permeable as compared to control samples. The self-healing efficiency of the concrete was determined by a water flow test through a formed crack (approximately 0.35 mm wide). This was done by gluing a plastic pipe to the top of the cracked concrete specimens and maintaining a constant pressure of the water in the pipe. The experiment was continued for 28 days, and the crack self-healing efficiency of the concrete was calculated from the differences in the amount of water passed through the crack before healing and after 7, 14, 21 and 28 days of the healing process. After 28 days of the water flow test, the cracks in the concrete with the crystalline admixture and recycled concrete dust were completely healed, while the control specimens were not.
- Published
- 2022
- Full Text
- View/download PDF
5. The investigations on properties of self-healing concrete with crystalline admixture and recycled concrete waste
- Author
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Manhanga, Fallon Clare, Rudžionis, Žymantas, Ivanauskas, Ernestas, and Augonis, Algirdas
- Subjects
crack ,concrete ,self-healing ,admixture ,crystalline ,General Medicine - Abstract
The concept of self-healing concrete is becoming more necessary as sustainability in construction is more desirable. Amongst the current solutions in this technology are autogenous, chemical, and bacterial self-healing. It is paramount that secondary raw materials be used in the production of selfhealing concrete as a form of a sustainable solution. Therefore, in this paper, the admixture “Betocrete-CP-360-WP”, which is a crystallizing waterproofing admixture with hydrophobic effect and is 100% recyclable, has been used and its effect on the physical, chemical, and mechanical properties of concrete, as well as selfhealing capabilities of concrete, have been determined. According to the obtained results, the crystalline additive “Betocrete-CP-360-WP” has no effect on density and slightly increases the amount of entrained air in the concrete mix. However, it does decrease the workability of the concrete mixture which could prove problematic in transportation to the construction site or in concreting in general. Also, with the crystalline admixture in the concrete mix, a 60% reduction in concrete compressive strength after one day of hardening has been estimated, but after 7 and 28 days, the strength attained is within the ranges of the control samples. In addition, concrete containing Betocrete-CP360-WP was 30% less water permeable as compared to control samples. The self-healing efficiency of the concrete was determined by a water flow test through a formed crack (approximately 0.35 mm wide). This was done by gluing a plastic pipe to the top of the cracked concrete specimens and maintaining a constant pressure of the water in the pipe. The experiment was continued for 28 days, and the crack self-healing efficiency of the concrete was calculated from the differences in the amount of water passed through the crack before healing and after 7, 14, 21 and 28 days of the healing process. After 28 days of the water flow test, the cracks in the concrete with the crystalline admixture and recycled concrete dust were completely healed, while the control specimens were not.
- Published
- 2022
6. The investigations on properties of self-healing concrete with crystalline admixture and recycled concrete waste.
- Author
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Alexander, M.G., Beushausen, H., Dehn, F., Ndawula, J., Moyo, P., Manhanga, Fallon Clare, Rudžionis, Žymantas, Ivanauskas, Ernestas, and Augonis, Algirdas
- Published
- 2022
- Full Text
- View/download PDF
7. Investigations on the natural zeolites influence on cementitious products properties
- Author
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Manhanga, Fallon Clare and Rudžionis, Žymantas
- Subjects
density ,ceolitai ,adsorption ,gniuždomasis stipris ,adsorbcija ,cementitious products ,zeolite ,cementiniai gaminiai ,compressive strength ,tankis - Abstract
Climate change is a real issue these days, and as engineers, we always have to look for ways to improve the construction industry so that it doesn’t promote the degradation of the environment. Concrete is the most common building product. From its production to use, it has a large negative impact on the environment. It is important to find ways to reduce this impact, and one of the best is through production, namely the composition of concrete. Over the years, engineers have come up with innovative ways to reduce the use of cement in order to alleviate its impact on the environment. Zeolites are a naturally found mineral and can function as a replacement, in small amounts, of cement. In this paper, the aim is to research the possibilities of replacing cement with zeolite but still achieving the required properties of concrete such as compressive strength, resistance to corrosion, water adsorption and more. Two types of the natural zeolite (clinoptilolite) with different particles size have been used (50μm and 200μm) and various test methods have been implemented to determine the effect of these two types of zeolite on cementitious products properties., Klimato kaita yra reali šių dienų problema, ir mes, būdami inžinieriai, visada turime ieškoti būdų, kaip pagerinti statybų pramonę, kad ji neskatintų aplinkos blogėjimo. Betonas yra labiausiai paplitęs statybos produktas, kuris nuo jo gamybos iki panaudojimo turi didelį neigiamą poveikį aplinkai. Svarbu rasti būdų, kaip sumažinti šį poveikį, o vienas geriausių yra betono gamyba, naudojant mažesnį cemento kiekį. Per daugelį metų inžinieriai sugalvojo novatoriškų būdų, kaip sumažinti cemento naudojimą, kad būtų sumažintas jo poveikis aplinkai. Ceolitai yra natūraliai randamas mineralas ir gali veikti kaip pakankamai efektyvus cemento pakaitalas. Šiame straipsnyje siekiama ištirti galimybes pakeisti cementą ceolitu ir tuo pačiu pasiekti reikalingas betono savybes, tokias kaip gniuždomasis stipris, atsparumas korozijai, vandens adsorbcija ir kt. Buvo naudojami dviejų tipų gamtiniai ceolito (klinoptilolito) tipai (50μm ir 200μm vidutinio dalelių dydžio)) ir buvo panaudoti įvairūs bandymų metodai, siekiant nustatyti šių dviejų tipų ceolito poveikį cementinių gaminių savybėms.
- Published
- 2021
8. A comparative life cycle assessment of building sustainability across typical European building geometries.
- Author
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Spudys, Paulius, Osadcha, Iryna, Morkunaite, Lina, Manhanga, Fallon Clare, Georgali, Phoebe Zoe, Klumbyte, Egle, Jurelionis, Andrius, Papadopoulos, Agis, and Fokaides, Paris
- Subjects
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PRODUCT life cycle assessment , *SUSTAINABILITY , *ECOLOGICAL impact , *BUILDING performance , *RESEARCH questions , *APARTMENT buildings , *CONSTRUCTION materials , *ENERGY consumption - Abstract
In recent years, significant progress has been made in the sustainability assessment of building materials and buildings. The introduction of Environmental Product Declarations (EPDs), the development of Level(s), and the release of relevant series of standards have helped to improve the sustainability of buildings. However, a research question that remains unresolved is the lack of information related to the comparison of the sustainability performance of building units across Europe and the significance of conducting such research. This study addressed this question by implementing a comparative whole-building Life Cycle Assessment (LCA) across buildings in Europe. The study emphasizes the necessity of considering typical building geometries and thermal performance of buildings across Europe and introduces six typical building geometries for three different European clusters (northern-western, central-eastern, southern cluster). The results of this study revealed that the sustainability performance of buildings is not similar across the EU and that cost-optimal minimum thermal performance requirements for building structures have a significant impact on their environmental performance. Particularly, single-family houses in Central and Eastern Europe are responsible for 324.42 kgCO 2 e/m2. Contrary to this, Northern and Western European single-family buildings have the lowest environmental impact with 268.97 kgCO 2 e/m2. Multifamily houses in Southern Europe are responsible for 321.82 kgCO 2 e/m2, in Northern and Western Europe the environmental impact is 275.37 kgCO 2 e/m2. The outcome of this study is significant for the scientific community involved in assessing the sustainability of buildings in Europe, as it provides valuable insights into their environmental performance, considering the energy efficiency and sustainability aspects of buildings. The study's findings should be considered when setting minimum LCA-related requirements, in view of the provisions of the new EU policies expressed in the Energy Performance of Buildings Directive (EPBD) recast for defining the Global Warming Potential (GWP) of new buildings. • Six typical building geometries developed for three European building clusters. • A comprehensive LCA analysis of representative buildings across Europe. • The impact of minimum thermal performance requirements on a building's carbon footprint is presented. [ABSTRACT FROM AUTHOR]
- Published
- 2024
- Full Text
- View/download PDF
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