Table Of ContentSustainable Civil Infrastructures
Louay Mohammad
Ragaa Abd El-Hakim Editors
Sustainable Issues
in Transportation
Engineering
Proceedings of the 3rd GeoMEast International
Congress and Exhibition, Egypt 2019 on
Sustainable Civil Infrastructures – The Official
International Congress of the Soil-Structure
Interaction Group in Egypt (SSIGE)
Sustainable Civil Infrastructures
Editor-in-Chief
Hany Farouk Shehata, SSIGE, Soil-Interaction Group in Egypt SSIGE, Cairo,
Egypt
Advisory Editors
KhalidM.ElZahaby,HousingandBuildingNationalResearchCenter,Giza,Egypt
Dar Hao Chen, Austin, TX, 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
Louay Mohammad Ragaa Abd El-Hakim
(cid:129)
Editors
Sustainable Issues
in Transportation
Engineering
Proceedings of the 3rd GeoMEast
International Congress and Exhibition, Egypt
–
2019 on Sustainable Civil Infrastructures
fi
The Of cial International Congress
of the Soil-Structure Interaction Group
in Egypt (SSIGE)
123
Editors
Louay Mohammad Ragaa AbdEl-Hakim
LouisianaState University TantaUniversity
Louisiana, LA,USA Tanta, Egypt
ISSN 2366-3405 ISSN 2366-3413 (electronic)
Sustainable Civil Infrastructures
ISBN978-3-030-34186-2 ISBN978-3-030-34187-9 (eBook)
https://doi.org/10.1007/978-3-030-34187-9
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Contents
In-Situ Monitoring of Ground Subsidence at the Intersection
of Expwy 78 and High Speed Rail of Taiwan During 2003–2011. . . . . . 1
Muhsiung Chang, Ren-Chung Huang, and Po-Kai Wu
Improving Performance of Testing Laboratories – A Statistical
Review and Evaluation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
G. I. Anastasopoulos, P. S. Ramakrishnan, and I. G. Anastasopoulos
Novel Approach for Designing the Deployment of Urban Wifi
Based on an Urban 3D Model and a Web Tool . . . . . . . . . . . . . . . . . . . 35
Iñaki Prieto, Jose Luis Izkara, Sara Diez, and Mauri Benedito
Project Application of BDS + Automatic Monitoring and Early
Warning Technology for the Risk Assessment of Reconstruction
Highway Cutting Slope. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
Qiang Yan, Lijia Tian, and Lin Liu
Electre Method – Decision-Making Tool for the Analysis
of the Roads Technical State . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61
Toma Mihai Gabriel and Ungureanu Roxana Daniela
Site Characterization of Al-Burrulus Clay Formations. . . . . . . . . . . . . . 72
Ahmed M. Nasr, Amr F. Elhakim, and Mohamed I. Amer
Visual Inspection Based Maintenance Strategy on Unsealed Road
Network in Australia . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92
Vasantsingh Pardeshi and Sanjay Nimbalkar
Experimental and Numerical Investigations of Flexural Behaviour
of Composite Bearers in Railway Switches and Crossings . . . . . . . . . . . 104
SakdiratKaewunruen,PasakornSengsri,andAndreLuisOliveiradeMelo
v
vi Contents
Information Communication Technologies for Travel
in Southern African Cities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 114
N. Bashingi, M. Mostafa Hassan, and D. K. Das
Risk Analysis of Drivers’ Distraction: Effect of Navigation Tools . . . . . 128
JacobAdedayoAdedeji,XoliswaE.Feikie,andMohamedM.H.Mostafa
Author Index.. .... .... .... ..... .... .... .... .... .... ..... .... 141
About the Editors
Dr.LouayMohammad isanationalandinternational
expert in the area of pavement materials and sustain-
able asphalt construction. He is the holder of the Irma
Louise Rush Stewart Distinguished Professor and the
TransportationFacultyGroupCoordinatoratLouisiana
State University (LSU). He also serves as Director
of the Engineering Materials Characterization and
Research Facility at the Louisiana Transportation
Research Center (LTRC). He teaches and conducts
researchintheareasofhighwayconstructionmaterials,
pavement engineering, accelerated pavement testing,
advanced material characterization and modeling, and
infrastructure sustainability. He has served as PI or
Co-PI on more than 58 research projects (NCHRP
Project 9-40 and 9-40A, NCHRP Project 9-48,
NCHRP 9-49A, NCHRP 10-84, NCHRP Project
20-07/Task 361, etc.) totaling over US $12.4 million.
He has authored/co-authored more than 270 publica-
tions in pavement engineering including over 150 ref-
ereed papers and delivered over 170 keynote and
invited presentations at national and international
conferences. He has developed many standard test
methods (AASHTO TP 114, AASHTO TP 115, and
LouisianaDOTDTR330)andmechanisticmodelsthat
have impacted pavement material characterization and
performance, and contributed to changes of asphalt
specifications. He is Chair of ASTM subcommittee D
4.25 on Bituminous Mixture Analysis, Past Chair
of the TRB Committees AFK40 on Characteristics of
Bituminous-Aggregate Combinations to Meet Surface
vii
viii AbouttheEditors
RequirementsandMemberofTRBCommitteeAFK50
on Characteristics of Bituminous Paving Mixtures to
Meet Structural Requirement, and TRB Committee
AFK30 on Characteristics of Non-Asphalt
Components of Asphalt Paving Mixtures. He cur-
rently serves as Flexible Pavement Section Editor of
ASCE Journal of Materials in Civil Engineering and
Associate Editor of the Journal of Engineering
Research and International Journal of Pavement
Research and Technology. He has been recognized
with the 2013 Best Paper Award of the 8th
International Conference on Road and Airfield
Pavement Technology, 2010 Distinguished Research
Paper of the Journal of Engineering Research, the
2009, 2012, and 2015 Asphalt Rubber Ambassador
Award, and the 2002 Association of Asphalt Paving
Technologists Board of Directors Award of
Recognition.
Ragaa Abd El-Hakim, PhD Assistant Professor,
Tanta University, Public Works Engineering
Department,FacultyofEngineering,TantaUniversity,
Tanta, Egypt, PH: +201008258088. E-mail:
[email protected]
RagaaAbdEl-HakimisAssistantProfessoratTanta
University, Egypt. She received a BSc degree with
honor in civil engineering (structural engineering)
from Tanta University, Egypt. She pursued her MSc
and PhD degrees at Tanta University in civil engi-
neering (public works engineering). She worked as
Assistant Professor in Civil Engineering Department,
Faculty of Engineering, Delta University for Science
and Technology, from June 2010 until January 2014.
She started working in Tanta University since 2014,
andshewasFulbrightVisitingScholaratTexasA&M
University in the academic year 2017/2018. She has
taught many undergraduate and postgraduate courses.
Her research interests focus on pavement material
characterization and modeling, mechanistic-empirical
pavement design methods, and traffic characteristics.
In-Situ Monitoring of Ground Subsidence
at the Intersection of Expwy 78 and High
Speed Rail of Taiwan During 2003–2011
Muhsiung Chang1(&), Ren-Chung Huang2, and Po-Kai Wu1
1 DepartmentofCivilandConstructionEngineering,NationalYunlinUniversity
of ScienceandTechnology (YunTech), Yunlin, Taiwan
{changmh,wupokai}@yuntech.edu.tw
2 Graduate Schoolof Science andTechnology,National Yunlin University
of ScienceandTechnology (YunTech), Yunlin, Taiwan
[email protected]
Abstract. This paper discusses results of a long-term onsite monitoring on
ground subsidence and soil compressibility at the intersection of Expressway
(Expwy)78andtheHigh-SpeedRailofTaiwan(THSR).Theintersectionarea
islocatedontheChuosweiRiverAlluvialFan-Delta(CRAFD),thelargestand
thickest alluvial deposit to the mid-west of the island. The CRAFD has been
subjected to serious subsiding problems for decades because of excess extrac-
tionsofgroundwaterforagriculturalandindustrialusages.Theconstructionsof
Expwy78andTHSRinthelate1990simposedadditionalloadingsonthesoft
groundandacceleratedthesubsidenceproblem,whichwasbecomingathreatto
thesafetyofTHSR.An8-yearonsitemonitoringprogramattheintersectionwas
conducted between 10/2003 and 12/2011. The subsidence and compression of
soils were measured through multi-leveled magnetic rings installed in the
ground along boreholes of 300-m deep, as well as a GPS station and several
level-surveying benchmarks. Results indicate the ground subsidence in the
intersection area was 55.7 cm for the entire deposit in the 8-year monitoring
periodwithouttheloadingsofExpwy78andTHSR.TheloadingsofExpwy78
embankment and THSR piers/viaducts would contribute additional subsidence
of9.4cmand5.5cm,respectively,tothegroundinthesameperiod.Thetotal
subsidenceinthe8-yearperiodwas70.6cm,withanaveragerateof8.6cm/yr.
Further analysis of the compression in soils with depth <300m indicated that
the shallower deposit (depth <70m; Aquifer F1 and Aquitard T1) was least
compressible, with a strain rate of <0.01%/yr; while the deeper deposit (depth
220–300m; Aquifers F3, F4 and Aquitards T3, T4) was most compressible,
with a strain rate of 0.03–0.05%/yr. Higher compressive rates in deeper soils
suggest the extraction of groundwaters hasgone deeperin recent decades.
1 Introduction
GroundsubsidencehasbeenaseriousissueinTaipeibasinandalongcoastalplainsof
western Taiwan (Chien 1987; Wu 1987; Liao et al. 1991; Chen et al. 2007). The
subsidencewasduetooverextractionofgroundwatersformunicipalusagesorfishery
farming. In recent decades, Chuoswei River Alluvial Fan-Delta (CRAFD), deposited
by Chuoswei River to the midwest coastal plain of the island, has become a single
©SpringerNatureSwitzerlandAG2020
L.MohammadandR.AbdEl-Hakim(Eds.):GeoMEast2019,SUCI,pp.1–15,2020.
https://doi.org/10.1007/978-3-030-34187-9_1