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Journal articles on the topic 'IITPAVE'

Author: Grafiati

Published: 5 June 2025

Last updated: 1 August 2025

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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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5

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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11

"Utilizing different wastes in rural roads of Karad, District – Satara, India." International Journal of Innovative Technology and Exploring Engineering 9, no. 1 (2019): 3464–69. http://dx.doi.org/10.35940/ijitee.a4906.119119.

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The rural roads in India comprise of village roads (VR) and other district roads (ODR). The traffic intensity is taken as 2 million standard axles (msa) since traffic load has increased on the rural roads. The design guidelines have recommended the utilization of wastes accessible in the nearby vicinity for road construction. Effective disposal of wastes such as plastic, rubber and electronic waste is the main concern in India. The adverse effects of these identified wastes could be put to a beneficial use if utilized in road construction. Due to the increasing trend of heavy traffic on rural

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12

Gouda, Jagdish, D. Sita Rami Reddy, V. Srinivasan, and Vaibhav Butle. "Comprehensive Review of Haul Road Design Methods: a Comparative Approach." Archives of Mining Sciences, September 26, 2024, 529–54. http://dx.doi.org/10.24425/ams.2024.151449.

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The mining industry, primarily coal mines, has grown significantly, leading to heavy traffic on haul roads. However, inadequately designed haul roads often result in problems. The objective of the present study is to review and design the haul road using existing design methods and analyze their pavement design parameters. The study compares haul road design methods, including empirical California Bearing Ratio (CBR) methods, design charts, mechanistic design approach, and geocell reinforced design. This research enhances understanding of effective haul road design methods considering layer th

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13

Moudgil, Shubham, and Rajesh Pathak. "DESIGN OF FLEXIBLE PAVEMENT USING MARBLE DUST IN SUBGRADE SOIL." Proceedings of International Structural Engineering and Construction 5, no. 2 (2018). http://dx.doi.org/10.14455/isec.res.2018.89.

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Harnessing of industrial waste for improvement of soils is economical and efficient. It helps in enhancing the soil properties and overcoming the disposal problem. Therefore, it is essential to understand the properties of these wastes in order to understand their performance level. In this study, waste marble dust was added to stabilize the soil which was collected from Rajpura Punjab. The various index properties liquid limit, plastic limit was studied by adding Marble dust 10%,15%,20% and 25% by weight of soil. Similarly, California Bearing Ratio (CBR), Unconfined Compressive Strength (UCS)

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14

Balreddy, Muttana S., Sanjay S. Sajjan, Dayananda Pruthviraja, and Sujay Raghavendra Naganna. "Utilization of alkali-treated areca fibers for stabilizing silty sand soil for use in pavement subgrades: Analysis using IITPAVE software." Emergent Materials, April 30, 2024. http://dx.doi.org/10.1007/s42247-024-00710-4.

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AbstractThe increasing growth of urban areas and the rise in infrastructure development activities have put a strain on the availability of land with desirable soil conditions. This has led to the development of several stabilization techniques that can be used to improve the properties of weaker soils for construction. The research presented here explores the impact of inducing randomly oriented alkali-treated areca fibers for stabilization of silty sand soil. A sequence of experiments was carried out on the soil-fiber mixtures to investigate the strength of the soil after stabilization. At i

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15

Baskaran, Venkatesh, Raj C. Subash, V. R. Subbu Sankar, and K. Blessy. "The influence of CBRvalue on the cost of optimal flexible pavement design." Sustainability, Agri, Food and Environmental Research-DISCONTINUED 12, no. 1 (2023). http://dx.doi.org/10.7770/safer-v12n1-art2780.

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Road transport would be arteries for the economy pulse. As a developing nation, India focuses on connecting all partsof thecountry through this road network. Flexible pavement is generally preferred for the road with low to medium traffic conditions. The flexible pavement design depends on the CBR of subgrade soiland design traffic for the selected road specified in IRC 37-2018. The study is limited to the road link at Tirunelveli City paved with a bituminous surface course with a granular base and sub-base between South Bypass road Junction near New bus stand –NH 44 service road intersection.

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16

Sahis, Manoj Kumar, Partha Pratim Biswas, Sanjib Sadhukhan, and Geetam Saha. "Mechanistic-empirical Design of Perpetual Road Pavement Using Strain-based Design Approach." Periodica Polytechnica Civil Engineering, July 10, 2023. http://dx.doi.org/10.3311/ppci.19745.

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Present paper deals with the development of a Mechanistic-Empirical model of the strain-based design of perpetual road pavement using Odemark's principle. The bituminous pavement which can withstand minimum design traffic of 300 msa has been classified as perpetual pavement in this paper. The pavement has been considered as a three-layered system with a top layer of bituminous mix followed by unbound granular materials which rest on soil subgrade. The constituent bituminous layer thickness in the pavement has been determined by limiting the radial tensile strain at the bottom of the bituminous

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17

Kumar, Aditya, and Sanjeev Kumar Suman. "Effects of Overloaded Commercial Traffic on Pavement Surface Layer." Intelligent Transportation Infrastructure, April 7, 2025. https://doi.org/10.1093/iti/liaf005.

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Abstract Road infrastructure accommodates a wide variety of vehicles, but traffic growth and overloaded vehicles present major problems, which have a negative influence on pavement performance and shorten its lifespan. As a result, the expenses associated with pavement construction and rehabilitation have increased significantly. A weigh-in-motion device was used to gather 24-hour commercial traffic axle-load data from the two national highway road sections over a five-year period for the purpose of determining the pavement thickness and vehicle damage factor (VDF) value. This study calculates

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18

Chakravarthi, Sarella, Raj Kumar Galipelli, and Shankar Sabavath. "Evaluation of cold emulsified bitumen mixes using recycled con-crete aggregates as a base course." Revista de la construcción 22, no. 2 (2023). http://dx.doi.org/10.7764/rdlc.22.2.523.

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The utilization of cold bituminous mixes in road construction is an environmentally and economically viable alternative to other stabilization processes. Besides, the incorporation of recycled materials into the cold mixes increases sustainability and decreases waste generation. The stabilization of Recycled Concrete Aggregates (RCA) with cement for pavement bases is a known one. However, the stabilization of RCA using bitumen emulsion is limited in nature. The present study evaluated the mechanical properties of the cold mixes prepared using RCA in different proportions (25%, 50%) with varyin

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19

Uppuluri, Siva Rama Krishna, Yatin Chaudhary, Mohan H. Badiger, Vijaya Gowri Turumella, Krishna Rao S., and Keerthana E. "Design of sustainable bituminous concrete pavement with cement–treated granular layers constructed on stabilized subgrade." World Journal of Engineering, July 12, 2024. http://dx.doi.org/10.1108/wje-03-2024-0156.

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Purpose Designing a sustainable bituminous concrete with long-term performance is a challenging problem. In addition, strength of the subgrade has a crucial impact on pavement design. This paper aims to concentrate on subgrade soil stabilization with granite dust powder (GDP) and crumb rubber powder (CRP) to improve the engineering properties of the soil. Further design of bituminous concrete pavement with cement-treated layers in base and subbase course layers was carried out with life cycle cost analysis and life cycle assessment for 1 km of a four-lane national highway. Design/methodology/a

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20

Verma, Akanksha, and R. K. Sharma. "Improving Characteristics of Clayey Soil Using Basalt Fibre, Construction and Demolition Waste and Calcium Carbide." International Journal of Sustainable Construction Engineering and Technology 14, no. 4 (2023). http://dx.doi.org/10.30880/ijscet.2023.14.04.033.

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When exposed to changes in moisture, highly compressible clay soils usually show the characteristic of swelling and shrinking and have very poor strength properties. The infrastructures standing on such soil produce fractures as a result of this feature, making the buildings unstable and liable to collapse. By enhancing the characteristics of clayey soils using soil stabilization can improve their engineering properties. The purpose of this paper tends to investigate the use of construction and demolition waste (C&D), basalt fibre (BF) and calcium carbide (CCR) for stabilization of highly

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