نتایج جستجو برای: flexible pavements

تعداد نتایج: 116835  

Journal: :J. Applied Mathematics 2015
C. Makendran R. Murugasan S. Velmurugan

Prediction models for low volume village roads in India are developed to evaluate the progression of different types of distress such as roughness, cracking, and potholes. Even though the Government of India is investing huge quantum of money on road construction every year, poor control over the quality of road construction and its subsequent maintenance is leading to the faster road deteriora...

2017
Mohammadreza Sharbaf MohammadReza Sharbaf

.............................................................................................................................. III ACKNOWLEDGMENTS ........................................................................................................... V TABLE OF CONTENTS .......................................................................................................... VII LIST OF FIG...

Journal: :Journal of sustainable construction materials and technologies 2022

2010
Mehmet Saltan Serdal Terzi

In this paper, a new formulation based on Artificial Neural Networks (ANN) is presented for backcalculation of pavement layer moduli. In structural analysis of flexible pavements, the procedures as Layered Elastic Theory, Equivalent Layer Thickness (ELT), and Finite Elements Method (FEM) generally have complex formulations and give approximate results. Therefore, it is extremely difficult to pe...

2010
Imran Hafeez Mumtaz Ahmed Kamal Muhammad Waseem Mirza

Over the past twenty years; road traffic (both passenger and freight) has grown significantly in Pakistan. Higher axle loads and repetitions have resulted in premature rutting of flexible pavements. Rutting, in the form of shear flow is a typical distress that mainly attributed to increased tire pressure, high temperature and heavy axle loads. Consequently, National Highway Authority (NHA), Pak...

2010
Ambarish Banerjee Jorge Prozzi William J. Murray

16. Abstract Pavement structures are designed for a finite life, usually referred to as performance period. This performance period is typically between 20 to 25 years for flexible pavements and between 25 and 40 years for rigid pavements. After this period, the pavement is predicted to reach a terminal level in terms of several preset criteria. This performance period can be reached by designi...

2014
Neil Anderson Mengxing Li

Disclaimer The contents of this report reflect the views of the author(s), who are responsible for the facts and the accuracy of information presented herein. This document is disseminated under the sponsorship of Investigator will thoroughly test and assess the Portable Seismic Property Analyzer (PSPA), a hand-held device that focuses on pavement layer properties. The device can be utilized on...

Journal: :Transportation Engineering Journal of ASCE 1973

Journal: :International Journal of Pavement Research and Technology 2017

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