Impact of axle overload, asphalt pavement thickness and subgrade modulus on load equivalency factor using modified ESALs equation

Author:

Raheel Muhammad1ORCID,Khan Rawid1,Khan Arsalaan1,Khan Muhammad Taimur1,Ali Irfan1,Alam Bashir1,Wali Behram2

Affiliation:

1. Department of Civil Engineering, University of Engineering & Technology Peshawar , Pakistan

2. Department of Civil and Environmental Engineering, University of Tennessee , Knoxville, USA

Publisher

Informa UK Limited

Subject

General Engineering,General Chemical Engineering,General Computer Science

Cited by 25 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Analysis of the Impact of Overloading for Trucks on the Design Life of Flexible Pavement;IOP Conference Series: Earth and Environmental Science;2024-08-01

2. Evaluation of equivalent axle load factors for multi axles based on fatigue tests using actual strain waveforms;International Journal of Transportation Science and Technology;2024-07

3. The Use of Multi-Criteria Parameters for Bridge Maintenance Prioritization and Maintenance Categorization Options in Tanzania;Mbeya University of Science and Technology Journal of Research and Development;2024-04-30

4. The Effect of Axle Overloading and High Tire Pressure on Flexible Pavement Structure;International Journal of Environmental Engineering and Development;2024-02-13

5. Modeling of road damage prediction due to overload using HDM-4 method;EUREKA: Physics and Engineering;2024-01-31

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