FATIGUE DATAANALYSIS OF UTWT PAVEMENTUSING FIBRE REINFORCED CONCRETE
In this paper present the evaluation of Ultra-Thin White Topping using Fibre Reinforced Concrete as an overlaying concrete mix. In India, generally PCC and High Strength Concrete is used at various UTWTsites. In this paper, particular calculation for fatigue data for medium traffic road is carried o...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Yeshwantrao Chavan College of Engineering, India
2017-07-01
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| Series: | Journal of Research in Engineering and Applied Sciences |
| Subjects: | |
| Online Access: | http://www.mgijournal.com/Data/Issues_AdminPdf/83/6-Volume%202%20Issue%201%20%20January%202017.pdf |
| Summary: | In this paper present the evaluation of Ultra-Thin White Topping using Fibre Reinforced Concrete as an overlaying concrete mix. In India, generally PCC and High Strength Concrete is used at various UTWTsites. In this paper, particular calculation for fatigue data for medium traffic road is carried out. In most of the UTWTpavement it is observed that the common failure type is cracking in pavement. The concrete is a brittle material and it early subjected to cracking. Polypropylene Fibre reinforced concrete is increase the flexural strength of pavement due to which the pavement failure due to cracking is reduced. This paper particularly highlights on Fatigue data by replacing the PCC with PPFRC (polypropylene fibre). These fibre concrete and their mix proportion are design according to IRC-44 guidelines for concrete mix design of rigid pavement. The M40 grade FRC is used for the calculation of fatigue data. Fatigue data is calculated as per IRC SP-76-2008 for medium traffic condition. |
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| ISSN: | 2456-6403 2456-6403 |