International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395-0056
Volume: 09 Issue: 09 | Sep 2022
p-ISSN: 2395-0072
www.irjet.net
A review of Design and Construction Parameters of Pavements Ms. Sofia Pathan1, Mrs. Bharti Shete2, Prof. Ashish Bijwe3 1PG
Scholar, Department of Civil Engineering, Dr. Rajendra Gode Institute of Technology and Research, Amravati, Maharashtra, India 2Head of the Department, Department of Civil Engineering, Dr. Sau. Kamal Tai Gawai Institute of Engineering & Technology, Darapur, Amravati, Maharashtra, India 3Assistant Professor, Department of Civil Engineering, Dr. Rajendra Gode Institute of Technology and Research, Amravati, Maharashtra, India ---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract – Design and Construction of highways deals with
Hameed Aswad Mohammed (2013) [2] had stated that increasing the shoulder width up to or greater than 2.25 m can provide additional safety. He had also presented that average single vehicle accident rate for highway curves is about four times the Average single vehicle accident rate for highway tangents. He also stated that small radius curves result in much shorter curve lengths and crashes may not turn out to be as severe as the first ones.
various aspects of geometric design and construction methodologies. As the need of sustainable infrastructure is rising it is important for future engineers to understand the scope of studying the basics with new twists. This paper presents crisp review of various literatures that have helped the society by giving away some very important information. This study shall help the students and researchers to choose the best criteria out of these to sustainably design and construct highways and other major roads.
Vikas Golakoti (2015) [3]in his thesis included some of the geometric factors and data collection and analysis of geometric parameters. The general aim of his study was to find the role of the geometric factors of road on accident rate in the case of plain terrain and also find the extent to which these factors were responsible for the accidents in rural area.
Key Words: Pavement, Highway, Asphalt, Concrete
INTRODUCTION The first step lies in understanding the differentiation of various roads / pavements required at various locations. The pavements can be classified into the following types: 1.
National Highways
2.
State Highways
3.
Major District Riad
4.
Other District Roads
Type of Pavement Surface Aman Rangari (2020) [4] had introduced in his research paper the use of Perforated Concrete as a new technology that can be used in pavement surface. He stated that permeable pavement consists of pervious concrete, permeable interlocking concrete paving units or grid type system over an open graded/ sub base layer (s) and porous asphalt. According to his research this type of technology has gained popularity in North America and has helped in managing storm water effectively.
It can be noted that as per the location, the pavement type is decided and then its design is being made. Various factors such as Geometric design, Crust type, Road width, etc. should be studied and considered before the actual process begins.
Abu Hozaifa (2020) [5] had put forth the deflation in flexible pavement, disintegration and surface defect which maintains the pavement. The paper discusses various methods of design of flexible pavements, viz.,
Geometric Design Kuldeep Kalita (2019) [1] has stated in one of his papers that the design input parameters such as vehicular operating speed, deceleration rate and driver’s perception reaction time considered in the geometric design of highways exhibit considerable uncertainty in practical scenarios. Thus, he suggests applying probabilistic approach or reliability-based approach in geometric design of highways which can incorporate the factor of uncertainty of design input parameters.
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Group Index Method, California Bearing Ratio Method, California R Value or Stabile Meter Method, Tri Axial Test Method, McLeod Method and Burmeister method.
The paper also discusses the failure criteria, critical locations in pavement.
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