W. Khatri, M. A. Mehthel, S. A. Ghamdi, Nezar Al Khalifa
{"title":"碎石:在沙特阿拉伯空旷的沙漠地区修复恶化的机场路面的一种实用、经济和可持续的选择","authors":"W. Khatri, M. A. Mehthel, S. A. Ghamdi, Nezar Al Khalifa","doi":"10.4236/ojce.2021.112014","DOIUrl":null,"url":null,"abstract":"Rubblization technique has been extensively used to repair the damaged \nconcrete pavement and has proven successful in developed countries like the US \nand Europe. It has not been fully adopted in developing region like the Middle \nEast and this paper presents the design and construction challenges posed while \nassessing damaged concrete runway in empty quarter of Saudi Arabia. A number of design options for repairs for runway \npavement were considered and rubblization was chosen as a preferred \noption for repair. This paper includes the consideration for the assessment and \nadoption of the concrete rubblized modulus value using the falling weight \ndeflectometer, optimization of the tests for \nthe whole runway using the Heavy Weight Deflectometer HWD testing to \nreplace pits, safely working around the utilities, reasonable assumption of \ndrop height of the pavement and installation of utility conduits in the \nrubblized layer. Findings of the paper demonstrates resolving technical \nissues which are not very well covered in the Federal Aviation Authority (FAA) \nEB-66 such as the additional test strips, minimum areas of rubblization for \nassessment using test pits, drop in the height of concrete surface and fixing \nof utilities in rubblized pavement. The case study demonstrates that the \nrubblization can be successfully carried out in remote locations like empty \nquarter of Saudi Arabia with carefully carried out detailed site \ninvestigations, adopting correct assumed \ndesign rubblization modulus, quality control using HWD, protection of \nutilities while rubblizing and use of polymer modified asphalt for successful \nproject deployment.","PeriodicalId":302856,"journal":{"name":"Open Journal of Civil Engineering","volume":"5 1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-05-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Rubblization: A Practical, Cost Effective and Sustainable Option for Repairing Deteriorated Airfield Pavement in the Empty Quarter Desert of Saudi Arabia\",\"authors\":\"W. Khatri, M. A. Mehthel, S. A. Ghamdi, Nezar Al Khalifa\",\"doi\":\"10.4236/ojce.2021.112014\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Rubblization technique has been extensively used to repair the damaged \\nconcrete pavement and has proven successful in developed countries like the US \\nand Europe. It has not been fully adopted in developing region like the Middle \\nEast and this paper presents the design and construction challenges posed while \\nassessing damaged concrete runway in empty quarter of Saudi Arabia. A number of design options for repairs for runway \\npavement were considered and rubblization was chosen as a preferred \\noption for repair. This paper includes the consideration for the assessment and \\nadoption of the concrete rubblized modulus value using the falling weight \\ndeflectometer, optimization of the tests for \\nthe whole runway using the Heavy Weight Deflectometer HWD testing to \\nreplace pits, safely working around the utilities, reasonable assumption of \\ndrop height of the pavement and installation of utility conduits in the \\nrubblized layer. Findings of the paper demonstrates resolving technical \\nissues which are not very well covered in the Federal Aviation Authority (FAA) \\nEB-66 such as the additional test strips, minimum areas of rubblization for \\nassessment using test pits, drop in the height of concrete surface and fixing \\nof utilities in rubblized pavement. 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Rubblization: A Practical, Cost Effective and Sustainable Option for Repairing Deteriorated Airfield Pavement in the Empty Quarter Desert of Saudi Arabia
Rubblization technique has been extensively used to repair the damaged
concrete pavement and has proven successful in developed countries like the US
and Europe. It has not been fully adopted in developing region like the Middle
East and this paper presents the design and construction challenges posed while
assessing damaged concrete runway in empty quarter of Saudi Arabia. A number of design options for repairs for runway
pavement were considered and rubblization was chosen as a preferred
option for repair. This paper includes the consideration for the assessment and
adoption of the concrete rubblized modulus value using the falling weight
deflectometer, optimization of the tests for
the whole runway using the Heavy Weight Deflectometer HWD testing to
replace pits, safely working around the utilities, reasonable assumption of
drop height of the pavement and installation of utility conduits in the
rubblized layer. Findings of the paper demonstrates resolving technical
issues which are not very well covered in the Federal Aviation Authority (FAA)
EB-66 such as the additional test strips, minimum areas of rubblization for
assessment using test pits, drop in the height of concrete surface and fixing
of utilities in rubblized pavement. The case study demonstrates that the
rubblization can be successfully carried out in remote locations like empty
quarter of Saudi Arabia with carefully carried out detailed site
investigations, adopting correct assumed
design rubblization modulus, quality control using HWD, protection of
utilities while rubblizing and use of polymer modified asphalt for successful
project deployment.