Basalt Fibre Reinforced Concrete Unprotected to Chemical Attack
This paper depends on a test examination on basalt fibres which started from volcanic shakes and were dissolved at high temperatures. These stones were accessible from the world’s profound hull. M30 evaluation of concrete was structured according to is 10262:2009 with basalt fibres. The fibres along...
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| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2020-06-01
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| Series: | Civil and Environmental Engineering |
| Subjects: | |
| Online Access: | https://doi.org/10.2478/cee-2020-0013 |
| _version_ | 1811330123025088512 |
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| author | Bajad Mohankumar Namdeorao |
| author_facet | Bajad Mohankumar Namdeorao |
| author_sort | Bajad Mohankumar Namdeorao |
| collection | DOAJ |
| description | This paper depends on a test examination on basalt fibres which started from volcanic shakes and were dissolved at high temperatures. These stones were accessible from the world’s profound hull. M30 evaluation of concrete was structured according to is 10262:2009 with basalt fibres. The fibres alongside mineral admixtures were utilized in three distinct extents, that is 0 %, 1 %, 2 %, 3 % by heaviness of cement. The goal was to decide the characteristics of fibre reinforced concrete with various fibre extents. The strength properties, for example, compressive strength, split tensile strength, flexural strength, shear strength and the impact on strength of concrete when it was unprotected to sulphate attack after stipulated extended ages of curing were contemplated and thought about. From the examination, it was discovered that the basalt fibre expanded the strength of concrete notwithstanding when unprotected to sulphate attack bit by bit when compared with consistent concrete. The ideal strength of concrete was accomplished with an enlargement of 2 % basalt fibre. |
| first_indexed | 2024-04-13T15:56:57Z |
| format | Article |
| id | doaj.art-08c547dc0231409c93dafd41d4c23351 |
| institution | Directory Open Access Journal |
| issn | 1336-5835 2199-6512 |
| language | English |
| last_indexed | 2024-04-13T15:56:57Z |
| publishDate | 2020-06-01 |
| publisher | Sciendo |
| record_format | Article |
| series | Civil and Environmental Engineering |
| spelling | doaj.art-08c547dc0231409c93dafd41d4c233512022-12-22T02:40:39ZengSciendoCivil and Environmental Engineering1336-58352199-65122020-06-0116113113710.2478/cee-2020-0013cee-2020-0013Basalt Fibre Reinforced Concrete Unprotected to Chemical AttackBajad Mohankumar Namdeorao0Department of Civil Engineering, Sinhgad College of Engineering, Pune-411041, Maharashtra, India.This paper depends on a test examination on basalt fibres which started from volcanic shakes and were dissolved at high temperatures. These stones were accessible from the world’s profound hull. M30 evaluation of concrete was structured according to is 10262:2009 with basalt fibres. The fibres alongside mineral admixtures were utilized in three distinct extents, that is 0 %, 1 %, 2 %, 3 % by heaviness of cement. The goal was to decide the characteristics of fibre reinforced concrete with various fibre extents. The strength properties, for example, compressive strength, split tensile strength, flexural strength, shear strength and the impact on strength of concrete when it was unprotected to sulphate attack after stipulated extended ages of curing were contemplated and thought about. From the examination, it was discovered that the basalt fibre expanded the strength of concrete notwithstanding when unprotected to sulphate attack bit by bit when compared with consistent concrete. The ideal strength of concrete was accomplished with an enlargement of 2 % basalt fibre.https://doi.org/10.2478/cee-2020-0013basalt fibre reinforced concretebasalt fibrecompressive strengthsplit tensile strengthflexural strength |
| spellingShingle | Bajad Mohankumar Namdeorao Basalt Fibre Reinforced Concrete Unprotected to Chemical Attack Civil and Environmental Engineering basalt fibre reinforced concrete basalt fibre compressive strength split tensile strength flexural strength |
| title | Basalt Fibre Reinforced Concrete Unprotected to Chemical Attack |
| title_full | Basalt Fibre Reinforced Concrete Unprotected to Chemical Attack |
| title_fullStr | Basalt Fibre Reinforced Concrete Unprotected to Chemical Attack |
| title_full_unstemmed | Basalt Fibre Reinforced Concrete Unprotected to Chemical Attack |
| title_short | Basalt Fibre Reinforced Concrete Unprotected to Chemical Attack |
| title_sort | basalt fibre reinforced concrete unprotected to chemical attack |
| topic | basalt fibre reinforced concrete basalt fibre compressive strength split tensile strength flexural strength |
| url | https://doi.org/10.2478/cee-2020-0013 |
| work_keys_str_mv | AT bajadmohankumarnamdeorao basaltfibrereinforcedconcreteunprotectedtochemicalattack |