![]() ![]() ![]() Therefore, we carried out the research on developing software to counter this problem, using the Visual language of the Microsoft, which enables you to program for the designing, calculation, saving, making the installable format of your program, and provides various other features. So there was need to develop software for design of the flexible pavement, as the software s developed by AASHTO and the Asphalt Institute are very expensive and not of common use. He has also served at Peshawar Development Authority, Pakistan, (Phone: do and there occurs lots of errors and mistakes during the design stage, which results into the failure of the road. Afed Ullah Khan is lecturer at Department of Civil Engineering University of Engineering and Technology Bannu Campus, Pakistan. He has also served as lecturer at Department of Civil Engineering Cecos University Peshawar, Pakistan and University of Engineering and Technology Bannu Campus, Pakistan, (Phone: T. Muhammad Imran Khan is lecturer at Department of Civil Engineering, King Faisal University, Saudi Arabia. Rafi Ullah Khan did graduation in Civil Engineering ( ) from University of Engineering and Technology Bannu Campus, Pakistan. The design of the flexible pavement requires the field tests and survey, and besides these requires lots of tedious calculations with the use of various graphs and tables, which makes it a difficult job to F. Due to a good level of serviceability provided, comparatively economical then the rigid pavements, and their feasibility, the flexible pavements are the most common structures constructed. ![]() In order to accommodate this traffic, roads have to be constructed. INTRODUCTION owadays, due to the high volume of trade, ease of access and travel, and many other activities the traffic volume is increasing day by day. Keywords PAKPAVE, AASHTO, CBR, Group Index, Flexible Pavement Design Software, PAKPAVE for Flexible Pavement Design N I. This flexible Pavement software can save the precious time and avoid the errors and difficulties occurring during the conventional methods of design. ![]() The results obtained from this software were analyzed and compared with the theoretical (manual) design and with the DARWin, a design software of AASHTO, and were found absolutely feasible and accurate. This software can be used to determine the thickness of each layer, design life evaluation, knowing the relative damage factor, finding the various design variables like calculating the structural number and equivalent single axle load etc and climatic effects. The aim of this research is to develop software for the flexible pavement design based on the AASHTO, Group Index, and CBR. The design of thickness of the flexible pavement has taken the backbone place in determining the overall performance and providing high level of serviceability of the pavement structure for the heavy traffic loads under the adverse climatic conditions, during the expected design period. Analyse the Vehicle Registration Number Plate Survey for Forecasting Future Traffic, Tollable Traffic & Toll Revenue and helpful in Designing the Toll Plaza, Pavements & Intersections.1 Software Development (PAKPAVE) for Flexible Pavement Design Rafi Ullah Khan, Muhammad Imran Khan and Afed Ullah Khan Abstract In today s world, the road and surface failure of the flexible pavement has become the most important and attention diverting problem, which may be due to the low quality of materials used, less and inadequate experience of the technical staff, and errors that may occur during the designing of the pavement.Export Data to CAD Software for Traffic Analysis.Traffic Volume Count for finding Average Daily Traffic (ADT), Passenger Car Unit (PCU) and Average Annual Daily Traffic (AADT).Saving considerable time for Interpolating values from IRC Charts.Design Pavement Thickness depending on BBD, VDF & MSA data.Traffic Analysis to find the Commercial Vehicles Per Day (CVPD) and PCU for estimating Design Traffic & Carriageway Width.Calculate MSA (Million standard axles) and VDF (Vehicle damage factor) by Importing Traffic Survey Data and Axle Load Survey.MSA (Million Standard Axles) and VDF (Vehicle Damage Factor) Calculate Characteristic Deflection by Importing Field Surveyed Data.Individual Analysis of BBD (Benkelman Beam Deflection). ![]()
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