Relevant bibliographies by topics / Bituminous Concrete (BC)

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Academic literature on the topic 'Bituminous Concrete (BC)'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Bituminous Concrete (BC)"

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P, Praveen Kumar, G. Subramanya K, and Manjunatha S. "Experimental Investigation of Bituminous Concrete Mixes Using Conventional Bitumen and Crumb Rubber Modified Bitumen." Indian Journal of Science and Technology 16, no. 42 (2023): 3814–20. https://doi.org/10.17485/IJST/v16i42.2168.

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Abstract <strong>Objectives:</strong>&nbsp;To find the suitability of Bituminous Concrete (BC) Grade-II mix as a pavement surface course layer using conventional bitumen and modified bitumen.&nbsp;<strong>Methods:</strong>&nbsp;The present research is carried out by conducting the Marshall stability test on the bituminous mixes by using Crumb Rubber Modified Bitumen (CRMB), also known as modified bitumen, on the Bituminous Concrete Grade-I (Gr-I) and Bituminous Concrete Grade-II (Gr-II) mixes. The gradation for the bituminous mixes is achieved by the trial and error method to obtain the suitab
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Nazir, Ubaid, and Sandeep Singh. "Effect of aggregate gradation variation on mechanical properties of bitumen concrete." IOP Conference Series: Earth and Environmental Science 1326, no. 1 (2024): 012091. http://dx.doi.org/10.1088/1755-1315/1326/1/012091.

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Abstract This India boasts one of the world’s largest road networks, predominantly comprised of macadamized pavement-based highways featuring a thin bituminous layer. Aggregate materials make up over 90% of the hot mixed asphalt (HMA) used in these roadways. Bituminous Asphalt (BA) is commonly used as the top layer to distribute loads and protect weaker foundational surfaces from water damage, meeting strict MORTH classification standards. This study focused on Bituminous Concrete (BC) with grading II. Three aggregate gradation ranges (upper, middle, lower) were employed using the Marshall Met
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Puttappa, Praveen Kumar, Kiran Kumar Bangalore Venkatesh, Manjunatha Shivanandaswamy, and Konanur Gundanna Subramanya. "Rutting Performance Evaluation of the Bituminous Mixes using Roller Compactor and Rut Analyzer." Journal of Advanced Research in Applied Sciences and Engineering Technology 56, no. 1 (2025): 97–108. https://doi.org/10.37934/araset.56.1.97108.

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The characteristics of the bitumen play a very important role in the performance and durability of flexible pavement. Conventional bitumen has many disadvantages, due to which the pavement undergoes different types of distress, such as cracking, edge breaks, shovelling, rutting, ravelling, heaving, potholes, etc. The performance of the bituminous mixes can be improved by using various types of additives to bitumen, commonly known as modifiers, to obtain modified bitumen. The present investigation is done by conducting Marshall Stability and Rutting tests on a combination of bituminous mixes, n
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Rather, Zahid Amain, Er. Ravinder Singh, and Dr Puja Sharma. "Use of Rice Husk Ash and Domestic Plastic Wastes in Bituminous Concrete (BC)." International Journal of Research in Informative Science Application & Techniques (IJRISAT) 3, no. 5 (2019): 1–11. http://dx.doi.org/10.46828/ijrisat.v3i5.84.

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This paper presents the experimental results on the utilization of Rice Hush Ash (RHA) and Domestic Plastic Wastes as a replacement for mineral filler and Optimum binder content (OBC) in bituminous concrete mixes. Bituminous concrete mixes containing Rice Husk Ash and Domestic Plastic Wastes at different amounts and control specimens were prepared in accordance to Marshall Mix design, and their performance on stability, flow and bulk density were evaluated. Optimum binder content (OBC) and voids analysis were also conducted to compare performance of Rice Husk Ash and Domestic Plastic Wastes at
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Anil, Kumar Yadava, and Aqeel Ahmad Syed. "Characterization of Classified Indian Reclaimed Asphalt Pavement (RAP): Aggregate Impact Value and Aggregate Abrasion Value of Rap Aggregates." International Journal of Engineering and Advanced Technology (IJEAT) 9, no. 3 (2020): 3913–21. https://doi.org/10.35940/ijeat.C6443.029320.

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Reuse of existing deteriorated bituminous pavement material in construction and maintenance of flexible pavement is called recycling of bituminous pavement. Removed and reprocessed deteriorated pavement material which is recycled is termed as Reclaimed asphalt pavement (RAP). In India during construction of flexible pavement different types of bituminous layers are in practice depending upon CBR of sub-grade and traffic count i.e. CVPD of the road stretch. Depending upon types of bituminous layer i.e. PC Seal Coat, Bituminous Macadam(BM), Dense grade bituminous Macadam (DBM), Semi Dense Bitumi
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Peta, Vineeth Kumar, Sai Ram Sara, and Harish Kumar Mudigonda. "Determination of Optimum Bitumen Content for the Bituminous Concrete Mix Design." International Journal of Innovative Science and Research Technology 8, no. 3 (2023): 1007–17. https://doi.org/10.5281/zenodo.7776642.

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98% of highways are constructed in flexible pavement roads. The performance of pavement is determined by the properties of bitumen. Bitumen is the naturally occurring byproduct of crude oil. Bituminous Concrete mix design emphasizes determining the proportion of bitumen, Filler, fine aggregate, and coarse aggregates are combined to create a mix that is workable, strong, durable, and economical. The most frequent material utilised in the construction of flexible paving roads is bituminous concrete mix. The construction of Bituminous Concrete (BC) is used as the road Wearing course in this proje
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Aditya, Gupta, and Sumesh Jain Dr. "Experimental Study of Bituminous Mix by Adding Waste Polythene Aditya Gupta." International Journal of Trend in Scientific Research and Development 3, no. 5 (2019): 502–5. https://doi.org/10.5281/zenodo.3589983.

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Bituminous mixes are most commonly used all over the world in flexible pavement construction. It consists of asphalt or bitumen used as a binder and mineral aggregate which are mixed together, laid down in layers and then compacted. Under normal circumstances, conventional bituminous pavements if designed and executed properly perform quite satisfactorily but the performance of bituminous mixes is very poor under various situations. Today&#39;s asphaltic concrete pavements are expected to perform better as they are experiencing increased volume of traffic, increased loads and increased variati
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8

Aditya, Gupta, and Sumesh Jain Dr. "A Review Paper on Experimental Study of Bituminous Mix by Adding Waste Polythene." International Journal of Trend in Scientific Research and Development 3, no. 4 (2019): 1696–97. https://doi.org/10.5281/zenodo.3591564.

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Bituminous mixes are most commonly used all over the world in flexible pavement construction. It consists of asphalt or bitumen used as a binder and mineral aggregate which are mixed together, laid down in layers and then compacted. Under normal circumstances, conventional bituminous pavements if designed and executed properly perform quite satisfactorily but the performance of bituminous mixes is very poor under various situations. Today&#39;s asphaltic concrete pavements are expected to perform better as they are experiencing increased volume of traffic, increased loads and increased variati
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9

Sharmila, Sharma, Singh Thakur Ajay, and Gupta Amit. "Study of Bituminous Concrete Mix of Grade-Two for Stability and Flow Analysis using Additives of Waste Materials." Journal of Earthquake Science and Soil Dynamics Engineering 6, no. 2 (2023): 20–31. https://doi.org/10.5281/zenodo.8063768.

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<em>Typically, a bituminous mixture consists of coarse aggregate, fine aggregate, filler, and binder. A type of bituminous mixture called &quot;Hot Mix Asphalt&quot; (HMA) is made by mixing, placing, and compacting all of these components at high temperatures. Bituminous Concrete (BC) is a type of Dense Graded mix (DGM) used as a surface and wearing course in flexible pavements. It is essential for the wearing course to provide a smooth and dense riding surface while enduring traffic-induced wear and tear. The growth of transportation infrastructure plays a vital role in national development,
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Ashraf, Aadil, and Abhilash Thakur. "Use of Waste Polythene in Bituminous Concrete Mixes for Highways." International Journal for Research in Applied Science and Engineering Technology 11, no. 10 (2023): 1709–12. http://dx.doi.org/10.22214/ijraset.2023.56293.

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Abstract: Bituminous Concrete (BC) normally used in construction projects like road surfacing, airports ,parking lots etc is a composite material . It consists of asphalt or bitumen (used as a binder) and mineral aggregate which are mixed together &amp; laid down in layers then compacted. In these days the large increment in high traffic intensity in terms of commercial vehicles, and the compelling variation in daily and seasonal temperature put us in a demanding situation to think of some alternatives for the improvisation of the pavement characteristics and quality by applying some necessary
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Book chapters on the topic "Bituminous Concrete (BC)"

1

Meena, Ram Vilas, Mohd Waseem, Ankit Singh Beniwal, and Kuldeep Singh Kulhar. "A Literature Review on Recycle Asphalt Pavement Material Used in Infrastructure." In Advances in Chemical and Materials Engineering. IGI Global, 2025. https://doi.org/10.4018/979-8-3693-5513-8.ch007.

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In the highway or infrastructure, the requirement of raw material is increase day by day as per traffic load and design requirement with sustainable development. In the flexible pavement the life cycles an approximately 4 to 5 years and also required maintenance, that all activity increases the cost of project. To reduce the cost of project use “Reclaimed Asphalt Pavement Material” (RAP). The RAP material can be used in bearing coarse and sub-base coarse. By using the RAP material minimize the cost of project also use of useless material or eco-friendly part of construction. Use of RAP materia
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