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Journal articles on the topic 'Road Pavement Design'

Author: Grafiati

Published: 9 March 2023

Last updated: 25 July 2025

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1

Čygas, Donatas, and Daiva Žilionienė. "DESIGN SOLUTIONS FOR LITHUANIAN GRAVEL ROAD PAVEMENTS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 8, no. 2 (2002): 138–42. http://dx.doi.org/10.3846/13923730.2002.10531266.

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This article deals with the design problems of gravel road pavements. Mathematical models related to geological and hydrological conditions of a location, thickness of gravel pavement and characteristics of the gravel contained in this pavement are proposed to be used for pavements. For the selection of gravel pavements for reconstruction we recommend the models developed by the method of experimental planning to calculate the equivalent deformation modulus of the gravel pavements change depending on the deformation modulus of the subgrade, thickness of the gravel pavement and the materials us

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Guo, Zhong Yin, Shao Hui Li, and Yong Shun Yang. "Eight Kind of Typical Asphalt Pavement's Applicability Research for Northern Warm Zone Continental Climate Regions." Advanced Materials Research 723 (August 2013): 58–66. http://dx.doi.org/10.4028/www.scientific.net/amr.723.58.

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in order to find a suitable pavement and develop a reasonable pavement design method for southern warm continental climate regions, both experiment roads and finite element simulations are employed in this research. In experiment roads, strain detectors are buried at the bottom of asphalt layers to measure its strains and calculation models. Road design parameters such as road surface deflections and damage predictions such as plastic permanent deformations are calculated and compared between different pavements. Pavement deformation and design control parameter are made. Finally, a suggested

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Budiyanto, Arief, Haris Muhammadun, and Risma Marleno. "TECHNICAL ANALYSIS OF RIGID PAVEMENT AND FLEXIBLE PAVEMENT CALCULATIONS ON TEUKU UMAR ROAD – RAJAWALI ROAD." INTERNATIONAL JOURNAL ON ADVANCED TECHNOLOGY ENGINEERING AND INFORMATION SYSTEM (IJATEIS) 3, no. 4 (2024): 432–43. https://doi.org/10.55047/ijateis.v3i4.1270.

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Road development in Sampang Regency is carried out based on the Vision and Mission of the 2019-2024 RPJMD, as stated in Mission point 3 Infrastructure: "Improving Quality and Sustainable Infrastructure Development." In 2023, the Sampang Regency Public Works and Spatial Planning Office reported that road stability was at 46.54% of the total length of 754.12 km of district roads. This research on the Teuku Umar Road - Rajawali Road Preservation project aims to analyze the calculation of rigid pavement construction thickness planning for a design life of 20 years, and flexible pavement constructi

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Tabatabaei, Seyed Abbas, and Ali Rahman. "The Effect of Utilization of Geogrids on Reducing the Required Thickness of Unpaved Roads." Advanced Materials Research 712-715 (June 2013): 937–41. http://dx.doi.org/10.4028/www.scientific.net/amr.712-715.937.

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The inadequacy of many existing roads due to rapid growth in traffic volume provides a motivation for exploring alternatives to existing methods of constructing and rehabilitating roads. The use of geosynthetics to stabilize and reinforce paved and unpaved roadways offers one such alternative. Many studies were conducted to evaluate the improvements associated with geogrid reinforcement of pavements. It is widely believed that geogrid reinforcement of roadways can extend the pavements service life and/or reduce the pavements structural thickness. This paper examines a method to compare traditi

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Ghanizadeh, Ali Reza. "An Optimization Model for Design of Asphalt Pavements Based on IHAP Code Number 234." Advances in Civil Engineering 2016 (2016): 1–8. http://dx.doi.org/10.1155/2016/5942342.

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Pavement construction is one of the most costly parts of transportation infrastructures. Incommensurate design and construction of pavements, in addition to the loss of the initial investment, would impose indirect costs to the road users and reduce road safety. This paper aims to propose an optimization model to determine the optimal configuration as well as the optimum thickness of different pavement layers based on the Iran Highway Asphalt Paving Code Number 234 (IHAP Code 234). After developing the optimization model, the optimum thickness of pavement layers for secondary rural roads, majo

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Amakye, Samuel Y. O., Samuel J. Abbey, and Colin A. Booth. "DMRB Flexible Road Pavement Design Using Re-Engineered Expansive Road Subgrade Materials with Varying Plasticity Index." Geotechnics 2, no. 2 (2022): 395–411. http://dx.doi.org/10.3390/geotechnics2020018.

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Pavement thickness is a very vital component during the design stage of a road construction project. Pavement design helps to determine the costs of the project over a certain period to ascertain how the cost of road pavement construction affect the life cycle cost of the road. Road pavements are designed based on the type of subgrade material and the expected traffic load to help clients and decision-makers make decisions on the project. In this study, expansive road subgrade materials were improved using lime and cement and their California Bearing Ratio (CBR) was used in road pavement desig

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Jaroslav, Hauser, Ševelová Lenka, Matula Radek, and Zedník Petr. "Optimization of low volume road pavement design and construction." Journal of Forest Science 64, No. 2 (2018): 74–85. http://dx.doi.org/10.17221/109/2017-jfs.

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Low volume roads in the Czech Republic are roads with lower traffic volume that primarily include forest and field roads, and they are an integral part of the Czech transport network. When building road pavements, we can use processes for surveying, designing, building and inspecting road constructions included in national and international, particularly European, standards. In addition, the roads are evaluated in terms of their environmental impacts, in order to maintain the quality of the environment. However, during the construction of road pavements decisions based on financial, time and o

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Jakubėnaitė, Ieva, Audrius Vaitkus, and Judita Škulteckė. "APPLICATION OF PERMEABLE ASPHALT PAVEMENT CONSTRUCTION IN TRAFFIC AREAS." Mokslas - Lietuvos ateitis 16 (June 3, 2024): 1–6. http://dx.doi.org/10.3846/mla.2024.21287.

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Lithuania’s total road network consists of more than 84000 km of roads, of which more than 21000 km are national roads. Roads of national importance are managed by the Lithuanian Road Administration. The remaining roads are classified as local roads managed by local governments. Road installation and maintenance often lead to the problem of surface water drainage and accumulation on the road surface. The aim of this study is to identify and propose the most appropriate permeable asphalt pavement construction to solve this problem, taking into account the purpose of the application and the clas

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Ridho, Muhammad, Yosef Cahyo Setianto Poernomo, Agata Iwan Candra, and Fajar Romadhon. "Meningkatkan Kualitas Pelayanan Jalan Raya Plandaan – Boro Tulungagung Menggunakan Perkerasan Kombinasi Geotextile." Jurnal Manajemen Teknologi & Teknik Sipil 4, no. 2 (2021): 144. http://dx.doi.org/10.30737/jurmateks.v4i2.2057.

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Roads as a means of transportation have an essential role in supporting human activities. One of the developments in road construction is the application of geotextiles in road combination pavements. Geotextile itself is often found in construction planning, especially in soil stabilization. The plandaan – boro Tulungagung road section is indicated by the type of silt as deep as 1.2 meters so that improvements are needed to support the quality of road construction. The purpose of this research is to plan road pavement with geotextiles on the Plandaan to boro roads. The geotextile used is a wov

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Tereshchenko, Tatiana, and Serhii Illiash. "EXPERIENCE ON DESIGN AND CONSTRUCTION OF ROAD PAVEMENTS USING THE CLAUSES OF EUROPEAN STANDARDS ON HYDRAULICALLY BOUND MATERIALS." Avtoshliakhovyk Ukrayiny, no. 3 (259) ’ 2019 (October 17, 2019): 42–50. http://dx.doi.org/10.33868/0365-8392-2019-3-259-42-50.

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Hydraulically bound mixtures (HBM) are most effectively applied in the base layers of flexible road pavements to enhance their load bearing capacity and also in the base layers of rigid road pavements in the case of weak soils of the sub-grade. The evaluation of Ukrainian standards which are identical to European standards relating HBM leads to the point of subsequent implementation of new requirements trough design and construction of motor roads in Ukraine. The by European standards stated requirements and classification of HBM provide a modelling regime closer to the performance of bound pa

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Sudirman Latjemma. "Analysis of the Damage Level of the Road Pavement Surface with the Surface Distress Index (SDI) Method as a Basis for Road Maintenance." Formosa Journal of Sustainable Research 2, no. 6 (2023): 1471–98. http://dx.doi.org/10.55927/fjsr.v2i6.4714.

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Pavement is the main structure of road construction where the pavement management system is required to determine the condition of the road pavement structure. Factors that can affect road pavements are weather, traffic, construction implementation, pavement design, and maintenance. Each layer of pavement has a design life and with increasing pavement design life, the road condition will gradually decrease until it reaches a level that must be repaired. The research was carried out by observing the condition of the damaged road pavement, using the Surface Distress Index (SDI) method, based on

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Ghadimi, Behzad, Hamid Nikraz, Colin Leek, and Ainalem Nega. "A Comparison between Austroads Pavement Structural Design and AASHTO Design in Flexible Pavement." Advanced Materials Research 723 (August 2013): 3–11. http://dx.doi.org/10.4028/www.scientific.net/amr.723.3.

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This study deals with the Austroads (2008) Guide to Pavement Technology Part 2: Pavement Structural Design on which most road pavement designs in Australia are based. Flexible pavement designs and performance predictions for pavements containing one of more bound layers derived from the mechanistic Austroads pavement design methodology and the AASHTO-2004 approach are compared for Australian conditions, with consideration of subgrade and other material properties and local design preferences. The comparison has been made through two well-known programs namely CIRCLY (5.0) and KENLAYER. The stu

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*PEKETI, MADHU GANESH YADAV, BHARATH SINGALAREDDY, MANOJ KUMAR MEKALA, NIRANJAN REDDY MALLEM, and CHENNAKESAVA REDDY GADIKOTA. "USAGE OF GEOGRIDS IN FLEXIBLE PAVEMENT DESIGN." USAGE OF GEOGRIDS IN FLEXIBLE PAVEMENT DESIGN 7, no. 4 (2018): 10. https://doi.org/10.5281/zenodo.1218130.

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As on 31<sup>st</sup> March 2018, estimates the total road length in India 6,603,293km (4,103,096 mi) making the Indian road network, the second largest road network in the world after the united states. But the roads are not giving the desired result due to poor CBR value. Roads in India have mostly the problems like the formation of potholes, ruts, cracks and localized depression and settlement, especially during rainy season. These are mainly due to the insufficient bearing capacity of the subgrade in water saturated condition. The subgrade soil mostly yields low CBR value 2-5%. In the

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Tighe, Susan, Ningyuan Li, Lynne Cowe Falls, and Ralph Haas. "Incorporating Road Safety into Pavement Management." Transportation Research Record: Journal of the Transportation Research Board 1699, no. 1 (2000): 1–10. http://dx.doi.org/10.3141/1699-01.

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Improving road safety through proper pavement engineering and maintenance should be one of the major objectives of pavement management systems. When pavements are evaluated in terms of safety, a number of factors related to pavement engineering properties are raised, such as pavement geometric design, paving materials and mix design, pavement surface properties, shoulder type, and pavement color and visibility. Each year there are voluminous annual reports on traffic accident statistics and discussions of such road safety issues as road safety modeling and pavement safety measurements and crit

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Tighe, Susan L., James Smith, Brian Mills, and Jean Andrey. "Evaluating Climate Change Impact on Low-Volume Roads in Southern Canada." Transportation Research Record: Journal of the Transportation Research Board 2053, no. 1 (2008): 9–16. http://dx.doi.org/10.3141/2053-02.

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Information extracted from global climate models suggests that average temperatures and annual precipitation will increase over the next several decades, with potential implications for pavement performance and design. With Canadian data from the Long-Term Pavement Performance program, the Mechanistic-Empirical Pavement Design Guide was used to quantify the impacts of projected climatic changes on pavement performance of low-volume roads at six sites. A series of analyses was conducted to assess the impact of pavement structure, material characteristics, traffic loads, and changes in climate o

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Seranaj, Altin, Diana Bardhi, László Gáspár, and Zsolt Bencze. "Review of road pavement performance in various countries." Dorogi i mosti 2025, no. 31 (2025): 51–68. https://doi.org/10.36100/dorogimosti2025.31.051.

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ntroduction. High quality and durable highway pavements are one of the preconditions for the efficient road traffic in every country. Problem Statement. The high-level and scientifical design, construction, maintenance, and rehabilitation of pavement structures – pavement management – can be taken as an important task of road owners – and in the case of state-owned roads, it is directly an obligation. An important subsystem of road asset management comprises several technical tools as pavement management systems (PMSs). Pavement performance models are an essential component of a PMS and have a

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17

Ushakov, Viktor, Mikhail Goryachev, Sergey Lugov, Andrey Kudryavtcev, and Sergey Yarkin. "Development of typical flexible road pavement catalog for regional and intermunicipal highways in Russian Federation (using the example of the Republic of Bashkortostan)." E3S Web of Conferences 274 (2021): 02010. http://dx.doi.org/10.1051/e3sconf/202127402010.

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Road pavements in Russia are now working in difficult conditions of ever-growing vehicular traffic intensity. Current methodology for designing flexible road pavements has a number of serious shortcomings, where the best design experience and actual operating conditions of highways are not fully taken into account. In some cases, this leads to ineffective pavement structures design with a short service life. On many roads, rutting and premature wear of road surfaces appear already in the first years of their operation. Drainage systems are silted up in the first years of working. At the same t

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Putra, Kurnia Hadi, Ita Suhermin Ingsih, and Rizky Firmansyah. "RIGID PAVEMENT DESIGN FOR THE JAWAR ROAD SURABAYA CITY WITH MANUAL DESIGN OF ROAD PAVEMENT 2017." Journal Innovation of Civil Engineering (JICE) 3, no. 1 (2022): 44–51. http://dx.doi.org/10.33474/jice.v3i1.16234.

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One type of highway pavement is currently being widely used in rigid pavement. Rigid pavement applied to the Jawar road Surabaya section, which connects the city of Surabaya and the city of Gresik, intended to improve the quality of roads in the West Surabaya industrial area, which is integrated with the North Gresik area and increases the economy's pace around the location. This planning uses the 2017 Road Pavement Design Manual Method with a focus on the thickness of the pavement. With a design life of 40 years and using a continuous pavement system with reinforcement, the capacity of this r

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Tereshchenko, Tetyana. "APPLICATION OF THE «FOUNDATION CONCEPT» FOR THE ROAD PAVEMENT DESIGN AND CONSTRUCTION." Dorogi i mosti 2023, no. 28 (2023): 172–84. http://dx.doi.org/10.36100/dorogimosti2023.28.172.

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Introduction. The introduction to the paper highlights the advantages of the «foundation concept» based on the interpretation of a pavement as the construction comprising the two main consecutively designed and constructed elements: the pavement foundation and the pavement construction itself. The realization of that concept allows the design and construction of so-called long-life pavements according up to 400 msa using hydraulically bound mixtures [2], or HBM. Problem Statement. The issues of the paper concern the problems of implementation of the European standards related requirements into

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Apampa, Olanrewaju Ahmed. "A Life Cycle Cost Comparison of Flexible Versus Rigidpavements in Nigeria: Case Study of Papalanto - Sagamu Road." International Journal of Engineering & Science 13, no. 10 (2024): 136–45. http://dx.doi.org/10.9790/1813-1310136145.

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The condition of roads in Nigeria, most of which are made from asphalt, is generally considered unsatisfactory. This has led to calls for a blanket switch from asphalt pavements to concrete pavements for new road construction. This study examines the characteristics and relative advantages of the two pavement types; and carried out the design and life cycle cost comparison of a case study road with heavy traffic and poor subgrade conditions. The results indicate that, the initial cost of construction is actually less for the concrete pavement by 12% when compared with the asphalt alternative,

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Mishra, Priya. "Comparison Between Cement Concrete Road and Bitumen Road." International Journal for Research in Applied Science and Engineering Technology 13, no. 6 (2025): 84–91. https://doi.org/10.22214/ijraset.2025.71945.

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Abstract: This study discusses the relative comparisons between concrete and bitumen (asphalt) roads with respect to structural performance, cost effectiveness, durability, maintenance and environmental performance. Cement and aggregates roads (or simply concrete roads also known as rigid pavements) have high strength and long life as compared to bituminous/asphalt roads and hence are suitable for high-traffic areas and extreme climatic conditions. By contrast, bitumen roads are more adaptable and cheaper in the short term due to shorter construction times and easy riding. But they generally s

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VenkatCharyulu, S., and G. K. Viswanadh. "Flexible pavement design of district road." E3S Web of Conferences 309 (2021): 01210. http://dx.doi.org/10.1051/e3sconf/202130901210.

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In nowadays it is very important to have a proper road network for the purpose of good transportation. Few places road network is not available while the traffic is higher and enough. Pavement is generally being constructed and used for the purpose of smooth and comfort moment of the traffic. Flexible pavements will be subjected to load by wheel develop stress particles-to-particles transmit to the lower grades of layers through the granular structure. The pavement is subjected to the wheel loading action on it and the load is to be distributed to a larger area, such that the decrease in stres

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Hemant, Kumar, Umank Mishra Dr, and Bajpayee Nikhil. "Strengthening and Widening of Flexible Pavement." Journal of Earthquake Science and Soil Dynamics Engineering 5, no. 3 (2023): 1–15. https://doi.org/10.5281/zenodo.7512049.

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Pavements are important for traffic to operate swiftly, safely, and seamlessly. Pavements can be classified as flexible or rigid in general. Flexible pavements have a low flexural strength and a flexible structural reaction. Stiff pavements can be distinguished by their stiffness and flexural strength. Rapid advancements in car technology have resulted in huge moving loads on pre-existing routes in an effort to reduce transportation costs. Existing roads, which were built on general principles, are unable to handle significant wheel loads, resulting in road degradation. Designing a pavement is

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Chen, Jiaqi, Kezhen Yan, and Jun Xie. "Special Issue: Road Materials and Sustainable Pavement Design." Applied Sciences 14, no. 5 (2024): 2054. http://dx.doi.org/10.3390/app14052054.

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Sawangsuriya, Auckpath, Tunwin Svasdisant, and Poranic Jitareekul. "Deflection-Based Approach for Flexible Pavement Design in Thailand." Infrastructures 8, no. 7 (2023): 116. http://dx.doi.org/10.3390/infrastructures8070116.

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The Department of Highways (DOH), Thailand, has adopted both empirical and mechanistic approaches for flexible pavement analysis and design. Recently, the deflection-based design approach has been comprehensively reviewed by the DOH for the possible adoption of national design standards and practices. One of the key reasons is that Thailand’s road authorities, i.e., the DOH and the Department of Rural Roads (DRR), have considered the falling weight deflectometer (FWD) for the new construction and rehabilitation of road pavements. In addition, the FWD is widely accepted as the non-destructive t

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Asres, Enyew, Tewodros Ghebrab, and Stephen Ekwaro-Osire. "Framework for Design of Sustainable Flexible Pavement." Infrastructures 7, no. 1 (2021): 6. http://dx.doi.org/10.3390/infrastructures7010006.

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The conventional methodologies for the design of flexible pavements are not adequate in providing solutions that meet the diverse sustainability challenges. Therefore, developing new methodologies and frameworks for the design of flexible pavement has become a priority for most highway agencies. On the other hand, there is no sound sustainable flexible pavement framework at the design phase that considers the key engineering performance, environmental impact, and economic benefits of sustainability metrics. Hence, premature failure of flexible pavements has become a common problem leading to a

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Skrzypczak, Izabela, Wojciech Radwański, and Tomasz Pytlowany. "Durability vs technical - the usage properties of road pavements." E3S Web of Conferences 45 (2018): 00082. http://dx.doi.org/10.1051/e3sconf/20184500082.

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Contemporary trends in development and new material and technical solutions for road pavement should consider the permanent increase in the growth of traffic as well as aspects of environmental protection and balanced development. Nowadays, attempts are made towards estimation of the appropriate thickness for pavement construction already in the phase of its design. Flexible pavements are preferred over rigid concrete roads because of their certain advantages, such as they can be strengthened and improved in stages with the growth of traffic. Flexible pavements are less expensive in regards to

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Korochkin, Andrey. "Pavement Design in the USA." MATEC Web of Conferences 341 (2021): 00001. http://dx.doi.org/10.1051/matecconf/202134100001.

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The methodology for calculating pavements used in the United States is discussed in this article. The article contains the principles of pavement design outlined in the manual “P. Design of New and Reconstructed Flexible Pavements. Part 3”, which are used by designers not only in the United States, but also in many countries around the world. Differences in approaches to pavement design in the Russian Federation and the United States are shown. It is marked that in difference from Russia, where requirements documents are valid on all territory of the country, in America each state develops its

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Praticò, Filippo Giammaria, and Rosario Fedele. "Electric vehicles diffusion: changing pavement acoustic design?" Noise Mapping 8, no. 1 (2021): 281–94. http://dx.doi.org/10.1515/noise-2021-0023.

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Abstract Electric vehicles (EVs) are progressively entering into the current noisy urban ecosystem. Even though EVs are apparently quieter than traditional Internal Combustion Engine Vehicles (ICEVs), they have an impact on noise maps and road pavement designers should take this into consideration when designing future low-noise road pavements. Consequently, the main objective of this study is to define what are the most important aspects that road pavement designers should take into account. For this reason, in this paper, the noise emitted by EVs was analysed, considering parameters (e.g., s

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Zhukouski, Ya M. "Methodology for the design and construction of non-rigid road pavement with varying strength values across the width of the roadway." Вестник гражданских инженеров 19, no. 6 (2022): 125–33. http://dx.doi.org/10.23968/1999-5571-2022-19-6-125-133.

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The article is devoted to topical issues of designing non-rigid road pavement. At present, the issue of road pavement design is not paid due attention, taking into account the real impact of traffic loads, moisture accumulation and freezing. Traditionally, road pavement is constructed with the same strength for the entire width of the carriageway of a multi-lane highway, with the same design for both the busiest lane and secondary lanes. Moisture accumulation and freezing are not taken into account in strength calculations. The proposed methodology allows combining these factors. The results o

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Siao, Jun-Han, Tung-Chiung Chang, and Yu-Min Wang. "A Finite Element Model for Simulating Stress Responses of Permeable Road Pavement." Materials 17, no. 12 (2024): 3012. http://dx.doi.org/10.3390/ma17123012.

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Permeable road pavements, due to their open-graded design, suffer from low structural strength, restricting their use in areas with light traffic volume and low bearing capacity. To expand application of permeable road pavements, accurate simulation of stress parameters used in pavement design is essential. A 3D finite element (3D FE) model was developed using ABAQUS/CAE 2021 to simulate pavement stress responses. Utilizing a 53 cm thick permeable road pavement and a 315/80 R22.5 wheel as prototypes, the model was calibrated and validated, with its accuracy confirmed through t-test statistical

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Mařík, Libor, and Matěj Bůžek. "Design of Concrete Pavement in the Považský Chlmec Tunnel." Solid State Phenomena 272 (February 2018): 305–12. http://dx.doi.org/10.4028/www.scientific.net/ssp.272.305.

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Construction of the Považský Chlmec Tunnel on the D3 Highway in the stretch Žilina (Strážov) – Žilina (Brodno) is being finished and the last structure before installation of the technological equipment has been a concrete pavement and construction works related to design and construction of the pavement. The paper describes not only the issue of road structural layers according to the regulation TP098 Design of Cement Concrete Pavements on Roads, but especially on a specific example of a tunnel already built we demonstrate general particularities of road surfaces in road and highway tunnels.

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Sutapa, I. Ketut, Ida Bagus Wirahaji, and I. Made Gita Ariadi. "Analisis Perbandingan Perkerasan Kaku dan Perkerasan Lentur Pada Proyek Peningkatan Jalan Celukan Bawang-Pelabuhan." Reinforcement Review in Civil Engineering Studies and Management 1, no. 1 (2022): 36–49. http://dx.doi.org/10.38043/reinforcement.v1i1.4099.

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Road pavement is a layer structure located above the subgrade, there is a layer of upper foundation and sub-base which each layer consists of compacted aggregates which have a function to transmit stress due to wheel load. There are 3 road pavements, asphalt or flexible pavement, concrete/ rigid pavement (rigid pavement) and composite pavement (Composit pavement). In determining pavement thickness there are several methods to use, including in this study using the 1993 AASHTO method for flexible pavements and the 2017 Road Pavement Manual method (Bina Marga 2017) for rigid pavements. The locat

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M, Prof Vaijwade S., Anuj Adhav, Harsh Jain, et al. "Economical Formation Level for Road Pavement." International Journal for Research in Applied Science and Engineering Technology 11, no. 5 (2023): 669–73. http://dx.doi.org/10.22214/ijraset.2023.51568.

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Abstract: To establish the most economical estimate for a stretch of road by conducting a survey for RL of different points, calculating a formation level for the road where the quantity of Earthwork i.e., cutting and filling is equal, choosing such a material for pavement design which is gives more strength and is also economical. Selecting the site of a non-constructed road form MGM Institute of Hotel Management to MGM Hospital Chhatrapati Sambhaji Nagar, Maharashtra, India. Analysing the cost difference in estimate if we change the depth of formation level. Calculating the cost of construct

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Duggal, Er Ajay Kumar, and Er Komal Vij. "Various Alternatives in Flexible Pavement Design and their Suitability." International Journal for Research in Applied Science and Engineering Technology 11, no. 12 (2023): 1919–25. http://dx.doi.org/10.22214/ijraset.2023.57758.

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Abstract: The road network of about 63.3 lakh Km in India is the second largest in the world. Mostly Flexible pavement construction had been adopted but over last decade, emphasis is made to build long lasting pavement and hence Concrete Pavements have got more adoptability. All pavements are designed in accordance with the relevant codes. However, in order to make road infrastructure more economical by virtue of utilization of various recycled materials, greater flexibility is available in terms of design. However, this requires a thorough understanding of the genesis of various design types,

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Blab, Ronald. "Performance-Based Asphalt Mix and Pavement Design." Romanian Journal of Transport Infrastructure 2, no. 1 (2013): 21–38. http://dx.doi.org/10.1515/rjti-2015-0009.

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Abstract Prediction and optimization of in-service performance of road pavements during their live time is one of the main objectives of pavement research these days. For flexible pavements the key performance characteristics are fatigue and low-temperature, as well as permanent deformation behavior at elevated temperatures. The problem facing pavement designers is the need to fully characterize the complex thermo-rheological properties of hot mix asphalt (HMA) over a wide temperature range on the one hand, while on the other also providing a realistic simulation of the traffic- and climate-in

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Vaitkus, Audrius, Donatas Čygas, Algirdas Motiejūnas, Algis Pakalnis, and Dainius Miškinis. "Improvement of road pavement maintenance models and technologies." Baltic Journal of Road and Bridge Engineering 11, no. 3 (2016): 242–49. http://dx.doi.org/10.3846/bjrbe.2016.28.

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The roads as main national assets maintenance costs increase dramatically but budgets stays as it is or even decrease over the years. However, at the same time, it is required to maintain road pavements condition at high level. These trends make asset owners and administrators to search for new ways and methods for more efficient roads maintenance management. As the new road is build or old one reconstructed performance indicators should be identified for whole life cycle as it is defined by design. Pavement condition evaluation by indicating present performance indicators level should be done

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Hanafiyah, Ali Akbar, and Utamy Sukmayu Saputri. "ROAD IMPROVEMENT DESIGN ANALYSIS ON PANGLESERAN – CIBATU ROAD SECTION." astonjadro 10, no. 2 (2021): 271. http://dx.doi.org/10.32832/astonjadro.v10i2.5001.

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<p>Highways are an important means for people to reach their destination. The main function of the road is as a service provider of traffic movement, making it easier for people to reach their destination, distributing goods quickly safely, comfortably, and economically. The road is not always in good condition, even a lot of damage to the pavement before the age of the road plan is reached. There are many cases of early damage to roads in Sukabumi Regency that are found during road improvement / construction activities. Road Section: Pangleseran – Cibatu is one of them that will be carr

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M. O. Mohamed Elsaid, Esra, and Awad M. Mohamed. "Flexible Pavement Design Suitable for Sudan." FES Journal of Engineering Sciences 9, no. 3 (2021): 127–34. http://dx.doi.org/10.52981/fjes.v9i3.706.

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Pavement design is the process of calculation the thickness of pavement layers which can withstand the expected traffic load over the design life without deteriorating. In another word, it is providing a pavement structure in which stresses on the subgrade are reduced to the acceptable magnitude. Highways in Sudan deteriorate in the first years of construction due to many reasons including the deficiency in pavement design. This research aims to minimize the probability of roads failure by selecting the appropriate pavement design method for Sudan based on the performance evaluation of each me

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Nowoświat, Artur, Rafał Żuchowski, and Michał Bukała. "Impact of the Application of Grinding and Grooving of a Concrete Road Pavement on Noise Level in the Environment." IOP Conference Series: Materials Science and Engineering 1203, no. 3 (2021): 032106. http://dx.doi.org/10.1088/1757-899x/1203/3/032106.

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Abstract A growing number of cars and trucks moving around on our roads contributes to the rise of noise level to which people in their immediate vicinity are exposed. The regulations in force impose on road managers the obligation to limit road noise to the permissible level in compliance with the applicable regulations. The obligation to ensure protection against traffic noise applies equally to newly designed roads and to the existing ones which are being extended or modernized. This type of noise is generated principally by the interaction between tires and road pavement. Therefore, the de

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Ainiyah, Khoirotin, and Kurnia Hadi Putra. "Perencanaan Peningkatan Perkerasan Kaku Dengan Menggunakan Metode Mdpj 2017, Pdt 14 2003, Dan Aastho 1993 Pada Jalan Pabean –Wadungasri, Sidoarjo." ETNIK: Jurnal Ekonomi dan Teknik 2, no. 8 (2023): 676–93. http://dx.doi.org/10.54543/etnik.v2i8.231.

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Highways are one of the means of land transportation needed by the community, so it is imperative to plan an effective pavement design (Panji, 2021). Apart from that, roads are also a means of land transportation that is very much needed by the community, so that roadworthiness is an important factor in providing a sense of security and comfort in driving. The higher increase in traffic must be balanced with the availability of quality infrastructure, Risdiyanto (2014). The increase in the number of vehicles crossing the road has a major impact on road damage, if regular maintenance is not car

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Fatimah, Sonia, Yasruddin Yasruddin, and Nova Widayanti. "EVALUATION OF KM-4 CONCRETE PAVEMENT THICKNESS, LEMO VILLAGE ACROSS NORTH BARITO REGENCY." CERUCUK 7, no. 1 (2023): 27. http://dx.doi.org/10.20527/crc.v7i1.7958.

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Roads are transportation infrastructure used by the Indonesian people to carry out daily mobilization activities so that the volume of vehicles that pass through these roads affects their capacity and carrying capacity. Along with developments in North Barito Regency, one of which is the road in Lemo Village, it has become an alternative road to the road section of the capital city of Central Kalimantan Province, Palangka Raya.Planning for widening the Lemo Village road has the aim of determining the thickness of the rigid pavement which is guided by the Road Pavement Design Manual Number 02/M

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Hodakova, D., A. Zuzulova, and S. Capayova. "Climate change adaptation in pavement design." IOP Conference Series: Materials Science and Engineering 1252, no. 1 (2022): 012017. http://dx.doi.org/10.1088/1757-899x/1252/1/012017.

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Abstract Since 2011, the change in climatic characteristics has emerged as one of the three most common environmental risks today. Global warming forecasts warn that by 2100, our planet could warm by an average of 3.5 to 7.5 °C. In Europe, over the last 140 years, the average annual air temperature has risen by about 1.5 °C. In Slovakia, it was an increase of 1.7 - 1.8 °C on average. The consequences of these changes in road construction are immediate and intense and require adequate adaptation measures. Long-term measurements of climatic conditions in Slovakia were the basis for assessing cha

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Kleizienė, Rita, Ovidijus Šernas, Audrius Vaitkus, and Rūta Simanavičienė. "Asphalt Pavement Acoustic Performance Model." Sustainability 11, no. 10 (2019): 2938. http://dx.doi.org/10.3390/su11102938.

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Low-noise pavements are used as an effective method of traffic noise mitigation. Low-noise pavements reduce the noise that arises due to interactions between tires and road surfaces (tire/road) via the implementation of three main components: low pavement roughness, negative pavement texture, and a high pavement air-void content. The tire/road noise reduction capabilities of the wearing layer vary depending on the aggregate type, gradation, bitumen and air-void content, and density. Consequently, the demand for an accurate tire/road noise prediction model has arisen from the design of asphalt

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Judycki, Józef, Piotr Jaskuła, Marek Pszczoła, et al. "Development of new „Catalogue of typical flexible and semi-rigid pavement structures”." Budownictwo i Architektura 13, no. 4 (2014): 127–36. http://dx.doi.org/10.35784/bud-arch.1750.

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This publication describes research and design works which were conducted at the Gdansk University of Technology for the purpose of development of new catalogue of typical flexible and semi-rigid pavement structures. The studies included: standardization of pavement structures terminology, study of foreign pavement structures catalogues and design methods, analysis of fatigue criteria for design of flexible and semi-rigid pavements, analysis of road traffic, based on weight in motion data, design of subgrade improvement, incorporation of new pavement materials, recycled and anthropogenic mater

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Vaitkus, Audrius, Judita Gražulytė, Rita Kleizienė, Viktoras Vorobjovas, and Ovidijus Šernas. "Concrete Modular Pavements – Types, Issues And Challenges." Baltic Journal of Road and Bridge Engineering 14, no. 1 (2019): 80–103. http://dx.doi.org/10.7250/bjrbe.2019-14.434.

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According to the European Asphalt Pavement Association, more than 90 per cent of the European road network is paved with asphalt. Constantly increasing traffic volume and climate change accelerate deterioration of current pavements. As a result, there arises a need to rehabilitate them prematurely. Repair and rehabilitation work lead to traffic congestion, which is one of the most significant concerns in highly trafficked roads and urban streets. Concrete modular pavements consisting of precast concrete slabs are a reasonable solution to deal with the road works since their construction, as we

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Corté, Jean-François, and Marie-Thérese Goux. "Design of Pavement Structures: The French Technical Guide." Transportation Research Record: Journal of the Transportation Research Board 1539, no. 1 (1996): 116–24. http://dx.doi.org/10.1177/0361198196153900116.

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Until recently in France the design of pavement structures was specified in catalogs of standard structures in which course thicknesses are fixed according to the traffic category and subgrade load-bearing capacity. This type of document is appropriate when the constituent materials of the pavements and their mechanical performance are predefined and investment strategies are firmly established. During the past 10 years the technical and economic context in France has changed considerably. The standardization of road products and materials has introduced material classes characterized by their

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Almeida, Arminda, and Luís Picado-Santos. "Asphalt Road Pavements to Address Climate Change Challenges—An Overview." Applied Sciences 12, no. 24 (2022): 12515. http://dx.doi.org/10.3390/app122412515.

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Climate change is already happening. It is one of the significant challenges that the planet has to face. Asphalt road pavements cover a large area of the Earth’s surface; consequently, climate change challenges can significantly affect their performance and serviceability. Thus, pavement solutions have been developed to address the problem. This paper aims to present an overview of those topics to increase awareness among transportation engineers and practitioners. First, the most significant aspects of road asphalt pavements’ materials, design and condition are presented. Second, the most re

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Timm, David H., and David E. Newcomb. "Calibration of Flexible Pavement Performance Equations for Minnesota Road Research Project." Transportation Research Record: Journal of the Transportation Research Board 1853, no. 1 (2003): 134–42. http://dx.doi.org/10.3141/1853-15.

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As mechanistic-empirical (M-E) pavement design gains wider acceptance as a viable design methodology, there is a critical need for a well-calibrated design system. Calibration of the pavement performance equations is essential to link pavement responses under load to observed field performance. A field calibration procedure for asphalt pavements that incorporates live traffic, environmental effects, observed performance, and in situ material characterization was developed. The procedure follows the M-E design process, iterating the transfer function coefficients until the performance equation

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Zainal Muttaqin, Muhammad, Esti Wulandari, and Laksono Djoko Nugroho. "Design Analysis of Flexible and Rigid Pavements For The Sampang-Ketapang Road (Link 113): A Cost and Time Perspective." Journal of Social Research 4, no. 3 (2025): 441–50. https://doi.org/10.55324/josr.v4i3.2474.

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This study evaluates the costs and implementation times for flexible and rigid pavement designs for the Sampang-Ketapang road (Link 113) using the 2024 Pavement Design Manual. The flexible pavement design, using Class A aggregate with a thickness of 200 mm, costs IDR 12,804,591,492 and requires a 7-month implementation period. In contrast, the rigid pavement design, with 300 mm concrete and a flexural strength of 4.5 MPa, costs IDR 19,513,787,534 and takes 9 months to complete. While flexible pavement is more cost-efficient and quicker to implement, making it suitable for projects with budget

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