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Relevant bibliographies by topics / IITPAVE

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Academic literature on the topic 'IITPAVE'

Author: Grafiati

Published: 5 June 2025

Last updated: 1 August 2025

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Journal articles on the topic "IITPAVE"

1

P, Praveen Kumar, Manjunatha S, and B. Gnanamurthy P. "A Comparative Analysis of Flexible Pavement Design using IRC 37-2012 and IITPAVE Software." Indian Journal of Science and Technology 16, no. 43 (2023): 3875–83. https://doi.org/10.17485/IJST/v16i43.2479.

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Abstract <strong>Objectives:</strong> To conduct a comparative analysis of pavement design methodologies adopted by the Indian Road Congress (IRC) 37-2012, based on the empirical method and mechanistic-empirical approach adopted by the IITPAVE software. <strong>Methods:</strong> The present research is carried out to design pavement crust thickness and calculate the strain values in pavement by adopting IRC 37-2012. Pavement crust thickness is designed based on real-time traffic and soil data collected for a stretch of road in Tamil Nadu, India. The allowable horizontal tensile

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2

Kiran, S., and Madhu Kavitha. "Rutting and Fatigue Analysis of Flexible Pavement using KENPAVE and IITPAVE: A Review." Journal of Transportation Engineering and Traffic Management 3, no. 1 (2022): 1–12. https://doi.org/10.5281/zenodo.5830649.

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Pavements are the vital part of any highway system. Due to harsh climatic conditions and premature distresses, pavements are falling apart in initial years of construction, even though they are designed for 15-20 years. Furthermore, pavements frequently fail prematurely due to poor quality control during construction, high axle loads, extreme weather conditions, and insufficient maintenance funding. Understanding the deterioration pattern of the flexible pavement is necessary to take the decision for strengthening the pavement. Premature failures like rutting and fatigue in flexible pavement c

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3

Maqbali, Laila Al, and Osama Ragab. "A Review of Software in Flexible Pavement Design." Sustainability in Environment 6, no. 2 (2021): p27. http://dx.doi.org/10.22158/se.v6n2p27.

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This review gives an overview of some free and commercial software which used in road design such as AASHTOW Software, PAVERS Software, CIRCLY Software, PAKPAVE software, IITPAVE Software, KENPAVE software, PaveXpress software Win PAS 12 software, Street Pave, MXROAD Suite, and Infra works software. Using a software system in design will solves the problems of design and analyzing on-road and also eliminate road failure.

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4

Palla, Hari Krishna. "Design of Flexible pavement using IITPAVE as per IRC-37-2018 and minimize the pavement thickness by using Geogrid." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 05 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem34322.

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The main purpose of the designing the Flexible pavement with Geogrid is to reduce the thickness of pavement layer thicknesses by providing the geosynthetics on base or subbase courses. With this analysis using relevant Indian road congress (IRC) standards we may reduce the bituminous layer thickness or overall pavement thickness of roads and highways having high traffic volume compared to the conventional method as per IRC 37. Key Words: Geogrid, IITPAVE, Flexible Pavement, Geosynthetics, IRC 37, Highways.

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PK, Rabeesh Kumar. "Analysis and Design of Flexible Pavement and Cost Comparison with Cement-Treated Base and Subbase Material." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 05 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem34799.

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Road transport is important in economic, social; and a country’s overall development. Various commercial vehicle classes have utilized roads with different axle configurations and loads. Due to the cumulative effect of wheel loads and the aging of bitumen binder flexible pavement starts deteriorating. The bitumen pavement failure is mainly due to fatigue cracking as well as rutting deformation. Thus, proper load analysis for the intended period of pavement planned life needs to be analyzed and the pavement designed accordingly. The development of software such as IITPAVE enables the calculatio

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6

Kumar, P. Praveen, S. Manjunatha, and P. B. Gnanamurthy. "A Comparative Analysis of Flexible Pavement Design using IRC 37-2012 and IITPAVE Software." Indian Journal Of Science And Technology 16, no. 43 (2023): 3875–83. http://dx.doi.org/10.17485/ijst/v16i43.2479.

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7

A N, Mohan Kumar. "Analysis of Flexible Pavement using IITPAVE Software and Economic Analysis of the Project using HDM-4 Software." International Journal for Research in Applied Science and Engineering Technology 8, no. 5 (2020): 2651–57. http://dx.doi.org/10.22214/ijraset.2020.5443.

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8

Lakusic, Stjepan. "Effect of soil stabilization on design of conventional and perpetual pavement in India." Journal of the Croatian Association of Civil Engineers 74, no. 09 (2022): 779–87. http://dx.doi.org/10.14256/jce.3337.2021.

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The present study compares conventional pavement and perpetual pavement in the case of ground-granulated blast-slag-stabilized black cotton soil. Ground-granulated blast slag (GGBS) can be used for pavement over weak subgrade. We added slag to soil in proportions of 10 %, 20 %, 30 %, and 40 %. After determining the engineering properties of the soil and GGBS, modified Proctor compaction and California bearing ratio tests were performed. After determining these values, six combinations for conventional pavements and perpetual pavements with treated and non-treated subgrades were designed using

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9

Sharma, Gagan, Harivansh Kumar Chaudhary, and Akash Malik. "Estimation of Fatigue and Rutting Life Using Falling Weight Deflectometer of Flexible Pavement Road in Hilly Terrain." International Journal for Research in Applied Science and Engineering Technology 10, no. 10 (2022): 160–67. http://dx.doi.org/10.22214/ijraset.2022.46968.

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Abstract: Establishing the qualities of the pavement material and its structural capability is the most important step in establishing effective pavement maintenance and management techniques. This can be done by looking at how the pavement reacts to the applied load. The Falling Weight Deflectometer (FWD) is used in this study to assess the performance of a road stretch of the Federal Route in the State of Uttarakhand by measuring deflection in response to the weight applied at various sites along the highway. FWD is used to assess the pavement's response to a static load. Using the obtained

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10

Vaishali, Kumar Monu, and Akbar Ali. "Study on Fatigue and Rutting Behaviour of Flexible Pavement as a result of marble dust addition in subgrade soil." Journal of Advances in Geotechnical Engineering 6, no. 1 (2023): 23–34. https://doi.org/10.5281/zenodo.7807517.

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<em>The utilization of industrial waste to enhance soil properties is a cost-effective and efficient approach that also addresses waste disposal issues. Thus, understanding the properties of these wastes is crucial to evaluate their performance.</em> <em>This study investigated the addition of waste marble dust to stabilize soil classified as CL based on the Indian Standard Classification system (ISCS). The soil was mixed with marble dust at 10%, 15%, 20%, and 25% by weight, and the index properties were determined at each percentage. California Bearing Ratio (CBR) and Unconfined Compressive S

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Conference papers on the topic "IITPAVE"

1

Wabhitkar, B. D., and V. V. Muthekar. "Examine the geotextile behavior in flexible pavement using IITPave." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON APPLIED PHYSICS, SIMULATION AND COMPUTING (APSAC2024). AIP Publishing, 2025. https://doi.org/10.1063/5.0269212.

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