Recent Developments in Pavement Design, Modeling and Performance: Proceedings of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 – The Official International Congress of the Soil-Structure Interactio

205 Pages·2019·38.508 MB·English

by  Sherif El-Badawy, Ragaa Abd El-Hakim

Sustainable Civil Infrastructures
Sherif El-Badawy
Ragaa Abd El-Hakim Editors
Recent Developments
in Pavement Design,
Modeling and Performance
Proceedings of the 2nd GeoMEast
International Congress and Exhibition
on Sustainable Civil Infrastructures,
Egypt 2018 – The Official International
Congress of the Soil-Structure
Interaction Group in Egypt (SSIGE)
Sustainable Civil Infrastructures
Editor-in-chief
Hany Farouk Shehata, Cairo, Egypt
Advisory Board
Khalid M. ElZahaby, Giza, Egypt
Dar Hao Chen, Austin, USA
Sustainable Infrastructure impacts our well-being and day-to-day lives. The
infrastructures we are building today will shape our lives tomorrow. The complex
and diverse nature of the impacts due to weather extremes on transportation and
civil infrastructures can be seen in our roadways, bridges, and buildings. Extreme
summer temperatures, droughts, flash floods, and rising numbers of freeze-thaw
cycles pose challenges for civil infrastructure and can endanger public safety. We
constantly hear how civil infrastructures need constant attention, preservation, and
upgrading. Such improvements and developments would obviously benefit from
ourdesired bookseries thatprovidesustainable engineering materials anddesigns.
The economic impact is huge and much research has been conducted worldwide.
The future holds many opportunities, not only for researchers in a given country,
but also for the worldwide field engineers who apply and implement these
technologies. We believe that no approach can succeed if it does not unite the
efforts of various engineering disciplines from all over the world under one
umbrellatoofferabeaconofmodernsolutionstotheglobalinfrastructure.Experts
from the various engineering disciplines around the globe will participate in this
series, including: Geotechnical, Geological, Geoscience, Petroleum, Structural,
Transportation, Bridge, Infrastructure, Energy, Architectural, Chemical and
Materials, and other related Engineering disciplines.
More information about this series at http://www.springer.com/series/15140
Sherif El-Badawy Ragaa Abd El-Hakim
(cid:129)
Editors
Recent Developments
in Pavement Design,
Modeling and Performance
Proceedings of the 2nd GeoMEast
International Congress and Exhibition
on Sustainable Civil Infrastructures,
– fi
Egypt 2018 The Of cial International Congress
of the Soil-Structure Interaction Group
in Egypt (SSIGE)
123
Editors
Sherif El-Badawy Ragaa AbdEl-Hakim
Public WorksEngineering Department, TantaUniversity
Faculty ofEngineering Tanta, Egypt
MansouraUniversity
Mansoura, Egypt
ISSN 2366-3405 ISSN 2366-3413 (electronic)
Sustainable Civil Infrastructures
ISBN978-3-030-01907-5 ISBN978-3-030-01908-2 (eBook)
https://doi.org/10.1007/978-3-030-01908-2
LibraryofCongressControlNumber:2018957406
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Contents
Performance Evaluation of Ultra-Thin Pavement Seals
in Low-Volume Roads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Jacob Adedayo Adedeji and Mohamed Mostafa Hassan
Reuse of Oil Drilling Cuts for Road Construction in the Eastern
Region of Colombia . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Guillermo Soto and Gloria Beltran
Pavement Friction Prediction for Single and Multiple
Lane Rural Roads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
Luciana Girardi Omar and Abd El Halim Omar Abd El Halim
Improvement of Rheological Properties of Asphalt Binder by Adding
Composite Montmorillonite Nanoclay. . . . . . . . . . . . . . . . . . . . . . . . . . . 40
Abdulhaq Hadi Abedali Al-haddad and Rana Amir Yousif
Improving Mechanical Properties of Hot Mix Asphalt Using Crumb
Rubber in Libya. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54
Khlifa El Atrash and Gabriel J. Assaf
Evaluating Falling Weight Deflectometer Back-Calculation Software
for Aircraft Pavement Strength Rating . . . . . . . . . . . . . . . . . . . . . . . . . 64
Greg White and Andrew Barbeler
Estimating VOC Emissions from Asphalt Pavement . . . . . . . . . . . . . . . 84
Peng Cui, Qingbin Cui, and Harold Green
Foamed Bitumen Base for Expedient Airport Pavement Upgrade:
A Case Study on Whitsunday Coast Airport . . . . . . . . . . . . . . . . . . . . . 94
Greg White
Mechanistic Design of Foamed Bitumen Stabilised Pavement Bases. . . . 112
Sameera Pitawala, Arooran Sounthararajah, and Jayantha Kodikara
v
vi Contents
Laboratory Studies to Assess the Fatigue Behavior of Bituminous
Concrete Mix . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 124
Lokesh Gupta and Rakesh Kumar
Automatic Recognition of Pavement Degradation:
Case of Rif Chain. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 135
Soukaina Meziane, Lahcen Bahi, and Latifa Ouadif
Asphalt Concrete Performance Combining Use of Increased
Reclaimed Asphalt Content and Warm Mix Additives. . . . . . . . . . . . . . 145
Pavla Vacková, Jan Valentin, and Meor O. Hamzah
Effect of High RA Content on Properties of Stone Mastic Asphalt
(SMA) Mixtures – Trial Section. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 158
Pavla Vacková, Jan Valentin, and Evangelos Manthos
The Applicability of Recent Mechanically Stabilized Granular Layer
Concept in ME Pavement Design. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 170
Zikmund Rakowski, Jacek Kawalec, and Sławomir Kwiecień
Alternative Modified Binders for Mastic Asphalt Layers . . . . . . . . . . . . 181
Jakub Šedina, Jan Valentin, and Petr Mondschein
Author Index.. .... .... .... ..... .... .... .... .... .... ..... .... 197
About the Editors
Sherif El-Badawy Associate Professor, Mansoura
University, Public Works Engineering Department,
Faculty of Engineering, Mansoura University,
Mansoura, Egypt, PH: [phone], E-mail:
[email protected]
Sherif El-Badawy is Associate Professor at
Mansoura University, Egypt. He serves as the
Director of Highway and Airport Engineering
Laboratory, and Director of the Center of Scientific,
Experimental, and Technical Services, Mansoura
University. He received a BSc with honor in Civil
Engineering and MSc from Mansoura University,
Egypt. Dr. El-Badawy pursued his PhD at Arizona
StateUniversity(ASU),USA,in2006.Heworkedasa
Postdoctoral Research Associate at ASU from June
2006 to July 2007 and as a Research Fellow at
University of Idaho from December 2009 to January
2012. He has more than 20 years of experience in
pavement structural analysis, design, and characteriza-
tion. He has participated in several state and national
projects during his employment in the USA. He was
one of the team members under Professor Witczak in
the NCHRP 1-37A and 1-40D Projects which focused
on the development of the Mechanistic-Empirical
Pavement Design Guide (MEPDG). He serves as a
TRBCommitteeMemberonFlexiblePavementDesign
(AFD60) since April 2012. He is an Elected Board
Member of the Middle East Society of Asphalt
Technologists (MESAT), a Member of the
International Geosynthetic Society (IGS),
Transportation and Traffic Society (TTS),
vii
viii AbouttheEditors
International Association of Computer Science and
Information Technology (IACSIT), and Chi Epsilon
Honor Society. He developed and taught many under-
graduate and postgraduate courses in USA and Egypt.
His research interest focuses on pavement material
characterization and modeling, mechanistic-empirical
pavement design methods, and traffic characteristics.
HewastheChiefEditoroftheASCEGPS“Innovative
Technologies for Severe Weathers and Climate
Changes.” Through research and graduate advising,
he published more than 70 technical publications and
reports.
Ragaa Abdelhakim Assistant Professor, Tanta
University, Public Works Engineering Department,
Faculty of Engineering, Tanta University, Tanta,
Egypt, PH: [phone], E-mail: ragaa.abdel-
[email protected]
RagaaAbdelhakimisanAssistantProfessoratTanta
University, Egypt. She received a BSc with honor in
Civil Engineering (Structural Engineering) from Tanta
University, Egypt. Dr. Abdelhakim pursued her MSc
and PhD at Tanta University in Civil Engineering
(Public Works Engineering). She worked as an
Assistant Professor in Civil Engineering Department,
Faculty of Engineering, Delta University for Science
and Technology from June 2010 to January 2014. She
startedworkinginTantaUniversitysince2014,andshe
was a Fulbright Visiting Scholar at Texas A&M
University in the academic year 2017/2018. She has
taught many undergraduate and postgraduate courses.
Her research interest focuses on pavement material
characterization and modeling, mechanistic-empirical
pavement design methods, and traffic characteristics.
Performance Evaluation of Ultra-Thin
Pavement Seals in Low-Volume Roads
Jacob Adedayo Adedeji(&) and Mohamed Mostafa Hassan
Sustainable UrbanRoads andTransportation (SURT) Research Group,
DepartmentofCivilEngineering,CentralUniversityofTechnology,FreeState,
Bloemfontein,Republic ofSouthAfrica
{jadedeji,mmostafa}@cut.ac.za
Abstract. The concept of ultra-thin seals for pavement was initially a
preventivemaintenancestrategyfordeterioratingpavementstructure.However,
it has currently been considered as an alternative for upgrading unsealed low-
volumeroadtosealedroad.Consideringultra-thinsealsurfacinginlow-volume
roads will make these roads to be maintenance cost effective, improve ride
quality, reduce noise generated, prevent water ingression to underlying layer,
and reduce dust generation and loss of aggregate. Nevertheless, the question
remains which pavement surfacing option will give a substantial improvement
in terms of bearing capacity and economy. Therefore, this paper examines the
performance of sealed low-volume roads using asphalt and concrete. Conse-
quently, a finite element (FE) model was developed in general-purpose FE
software Abaqus to simulate the pavement layers under a static loading con-
dition and benchmarked with multi-layered elastic software WinJulea and
mePADS. In this study two scenarios of low-volume roads were modelled by
varyingthethicknessofthesurfacinglayerovertheconventionalgranularbase
andstabilizedbaselayer.Comparativeresultsofthetwosurfacingoptionswere
measured through the horizontal strains underneath the surface layer, vertical
strains on the subgrade layer and the increase in pavement bearing capacities.
Thus, this study evaluates and suggests the most viable ultra-thin surfacing
option between asphaltandconcrete for lowvolume roads.
1 Global Trend of Low Volume Roads
Globally,thereductionintimeandcostoftravel,andcoupledwithtrafficsafetyarethe
ultimatedeliverables ofa well-designed roadsystem(Brito 2011).However,these are
yettobemetasthereisacontinuousincreaseintraveltimeandvehicleoperationcost,
especiallywhentravelling onLowVolumesRoads(LVRs)whichmake upmorethan
80%oftheworldroadnetwork(Ramuluetal.2012).LVRsprovidesthemajorlinksto
thehighwaytransportationsystemandalsothemajorlinksbetweenrawmaterialsand
markets.Thus,theseroadsconsistagreatlengthofroadnetworkthroughouttheworld,
forinstance,USA,Canada,UK,IndiaandSouthAfrica,hasapproximately65%,75%,
95%, 80% and >75% of LVRs respectively (Hall and Bettis 2000; Doré 2014;
Paige-Green 2007; Brito 2011; Gupta 2017; Cook et al. 2013). Nevertheless, the
necessitiesofLVRstotheeconomicdevelopmentandalleviatingpovertyinacountry
©SpringerNatureSwitzerlandAG2019
S.El-BadawyandR.AbdEl-Hakim(Eds.):GeoMEast2018,SUCI,pp.1–14,2019.
https://doi.org/10.1007/978-3-030-01908-2_1