eprintid: 19891
rev_number: 2
eprint_status: archive
userid: 1
dir: disk0/00/01/98/91
datestamp: 2024-06-04 14:19:37
lastmod: 2024-06-04 14:19:37
status_changed: 2024-06-04 14:16:08
type: conference_item
metadata_visibility: show
creators_name: Khan, M.I.
creators_name: Asylam, M.E.
creators_name: Sutanto, M.H.
creators_name: Widyatmoko, I.
title: Simulating the Impact of Extreme Aircraft Loading on the Performance of Bituminous Pavement for Airport Application
ispublished: pub
note: cited By 0; Conference of 8th International Conference on Engineering, Technology, and Industrial Applications 2021, ICETIA 2021 ; Conference Date: 15 December 2021 Through 16 December 2021; Conference Code:197623
abstract: Bituminous pavements are widely used globally to construct airport runways and taxiways. Usually, the interface bonding between bituminous layers is not investigated during the design. Therefore, this study investigates the impact of aircraft loading (Airbuses A320, A330, and A380) on the fatigue life of the pavement and interface bonding between the wearing course and binder course. BISAR software was utilized to determine the stresses and strains in various layers and estimate the fatigue life of the pavement. The input parameters were considered from field data and determined from analytical equations. FAARFIELD software program was also utilized to estimate the Cumulative Damage Factor (CDF) and used to determine the modified thickness of bituminous layers. The results show that the higher weight of aircraft causes more strains generated in the pavement. The horizontal tensile strains are reduced with increasing depth of pavement structure. The horizontal tensile strain at the bottom of the binder is highest for Airbus A380 (7.54E-05) and lowest for Airbus A320 (2.06E-05). Fatigue life of pavement is estimated as 2.92E+10 for A320, 2.05E+10 for A320 and 1.07E+08 for A380. Furthermore, full bonding between asphalt layers resulted in a significant transfer of shear stresses to bottom layers. However, the full slip (no bonding) condition causes negligible transfer of shear stresses. Therefore, during the airport runway design and estimating the design life, the aircraft loading must be carefully considered. Similarly, proper bonding must be provided between layers to reduce the chances of pavement failures. © 2024 American Institute of Physics Inc.. All rights reserved.
date: 2024
publisher: American Institute of Physics
official_url: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85187578819&doi=10.1063%2f5.0199528&partnerID=40&md5=429234f3e1383bf90189508adcfa5807
id_number: 10.1063/5.0199528
full_text_status: none
publication: AIP Conference Proceedings
volume: 2838
number: 1
refereed: TRUE
isbn: 9780735448643
issn: 0094243X
citation:   Khan, M.I. and Asylam, M.E. and Sutanto, M.H. and Widyatmoko, I.  (2024) Simulating the Impact of Extreme Aircraft Loading on the Performance of Bituminous Pavement for Airport Application.  In: UNSPECIFIED.