Table Of ContentSustainable Civil Infrastructures
Murad Abu-Farsakh
Khalid Alshibli
Anand Puppala Editors
Advances in Analysis
and Design of Deep
Foundations
Proceedings of the 1st GeoMEast
International Congress and Exhibition,
Egypt 2017 on Sustainable
Civil Infrastructures
Sustainable Civil Infrastructures
Editor-in-chief
Hany Farouk Shehata, Cairo, Egypt
Advisory Board
Dar-Hao Chen, Texas, USA
Khalid M. El-Zahaby, Giza, Egypt
About this Series
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
Murad Abu-Farsakh Khalid Alshibli
(cid:129)
Anand Puppala
Editors
Advances in Analysis
and Design of Deep
Foundations
Proceedings of the 1st GeoMEast International
Congress and Exhibition, Egypt 2017
on Sustainable Civil Infrastructures
123
Editors
MuradAbu-Farsakh Anand Puppala
LouisianaState University (LSU) University of Texas atArlington
Louisiana, LA Arlington, TX
USA USA
KhalidAlshibli
University of Tennessee, Knoxville
Tennessee, TN
USA
ISSN 2366-3405 ISSN 2366-3413 (electronic)
Sustainable Civil Infrastructures
ISBN978-3-319-61641-4 ISBN978-3-319-61642-1 (eBook)
DOI 10.1007/978-3-319-61642-1
LibraryofCongressControlNumber:2017946465
©SpringerInternationalPublishingAG2018
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Preface
Toward building sustainable and longer civil infrastructures, the engineering
community around the globe continues undertaking research and development to
improve existing design, modeling, and analytical capability. Such initiatives are
also the core mission of the Soil-Structure Interaction Group in Egypt (SSIGE) to
contribute to the ongoing research toward sustainable infrastructure. This confer-
ence series “GeoMEast International Congress and Exhibition” is one of these
initiatives.
Ancientpeoplesbuilttheirstructurestowithstandthetestoftime.Ifwethinkin
the same way, our currentprojects will bea heritage for future generations. In this
context,anurgentneedhasquicklymotivatedtheSSIGEanditsfriendsaroundthe
globe to start a new congress series that can bring together researchers and prac-
titioners to pursue “Sustainable Civil Infrastructures.” The GeoMEast 2017 is a
unique forum in the Middle East and Africa that transfers from the innovation in
researchintothepracticalwisdomtoservedirectlythepractitionersoftheindustry.
More than eight hundred abstracts were received for the first edition of this
conference series “GeoMEast 2017” in response to the Call for Papers. The
abstracts were reviewed by the Organizing and Scientific Committees. All papers
werereviewedfollowingthesameprocedureandatthesametechnicalstandardsof
practice of the TRB, ASCE, ICE, ISSMGE, IGS, IAEG, DFI, ISAP, ISCP, ITA,
ISHMII, PDCA, IUGS, ICC, and other professional organizations who have sup-
ported the technical program of the GeoMEast 2017. All papers received a mini-
mumoftwofullreviewscoordinatedbyvarioustrackchairsandsupervisedbythe
volumes editors through the Editorial Manager of the SUCI “Sustainable Civil
Infrastructure” book series. As a result, 15 volumes have been formed of the final
+320 accepted papers. The authors of the accepted papers have addressed all the
comments of the reviewers to the satisfaction of the track chairs, the volumes
editors, and the proceedings editor. It is hoped that readers of this proceedings
oftheGeoMEast2017willbestimulatedandinspiredbythewiderangeofpapers
written by a distinguished group of national and international authors.
v
vi Preface
Publication of this quality of technical papers would not have been possible
withoutthededicationandprofessionalismoftheanonymouspapersreviewers.The
names of these reviewers appear in the acknowledgment that follows. For any
additional reviewers whose names were inadvertently missed, we offer our sincere
apologies.
We are thankful to Dr. Hany Farouk Shehata, Dr. Nabil Khelifi, Dr. Khalid M.
ElZahaby, Dr. Mohamed F. Shehata, and to all the distinguished volumes editors
ofthe proceedings ofthe GeoMEast 2017.Appreciation is extended totheauthors
and track chairs for their significant contributions. Thanks are also extended to
Springer for their coordination and enthusiastic support to this conference. The
editorsacknowledgetheassistanceofMs.JanetSterritt-Brunner,Mr.Arulmurugan
Venkatasalam in the final production of the 15 edited volumes “Proceedings of
GeoMEast 2017”.
Contents
Evaluation of Ultimate Pile Compression Capacity from Static
Pile Load Test Results .. .... ..... .... .... .... .... .... ..... .... 1
Kedar C. Birid
Behavior of Bored Piles in Two Soil Layers, Sand Overlaying
Compressible Clay (Case Study) ... .... .... .... .... .... ..... .... 15
Adel H. Hammam and A.E. Abdel Salam
LaboratoryStudyofPlugLengthDevelopmentandBearingCapacity
of Pipe Pile Models Embedded Within Partially Saturated
Cohesionless Soils .. .... .... ..... .... .... .... .... .... ..... .... 28
Mahmood R. Mahmood, Karim H. Al-Helo, and Ali M. AL-harbawee
Bearing Capacity and Settlement of Pile Based on Cone
Loading Test................................................. 44
Philippe Reiffsteck, Henk van de Graaf, and Catherine Jacquard
Experimental Study on Ultimate Capacity of Large Screw Piles
in Beijing. .... .... .... .... ..... .... .... .... .... .... ..... .... 52
Daping Xiao, Chunqiu Wu, and Houshan Wu
Stability Analysis of Steel Pipe Pile Reinforced Inhomogeneous
Slope by Using Strength Reduction Finite Element Method . ..... .... 59
Shi Baotong and Kong Xiangxing
The Evolution of Analysis Methods for Laterally Loaded Piles
Through Time. .... .... .... ..... .... .... .... .... .... ..... .... 65
Ahmed Moussa and Petros Christou
Reliability of Load-Transfer Approach in the Design of Large
Diameter Bored Piles ... .... ..... .... .... .... .... .... ..... .... 95
Hayel El-Naggar, Mostafa Ahmed, and Sherif AbdelSalam
vii
viii Contents
Numerical Study of Tapered Piles in Sand... .... .... .... ..... .... 108
Mohsen Mohammadizadeh and Moein Mohammadizadeh
A Full Scale Field Study: Evaluation of the Magnitude and Time
Extent of Excess Pore Water Pressure During the Installation of
Auger Pressure Grouted Displacement Piles in Downtown Orlando........ 116
Amr Sallam and Mohamed Alrowaimi
Evaluating Pile Setup Using Numerical Simulation and Introducing
an Elastoplastic Constitutive Model for Clays .... .... .... ..... .... 130
Firouz Rosti, Murad Abu-Farsakh, and Carol J. Friedland
Analytical Models to Estimate the Time Dependent Increase
in Pile Capacity (Pile Set-up). ..... .... .... .... .... .... ..... .... 143
Murad Y. Abu-Farsakh and Md. Nafiul Haque
The Effect of the L/D Ratio of Pile Group Using the Equivalent
Pier Method Including Interaction.. .... .... .... .... .... ..... .... 157
Pallavi Badry and D. Neelima Satyam
Deep Foundations Case Histories in the East Coast
of United States.... .... .... ..... .... .... .... .... .... ..... .... 171
Raymond R. Mabnkbadi and Aravinda M. Ramakrishna
Numerical Modeling of a Caisson Foundation Retrofitted
with Helical Piles... .... .... ..... .... .... .... .... .... ..... .... 184
Serhan Guner
Theoretical Verification for Full-Scale Tests of Piled
Raft Foundation .............................................. 200
Hussein H. Hussein, Hussein H. Karim, and Kais T. Shlash
Comparative Analysis of the Behavior of a Piled Raft
and Corresponding Pile Groups.... .... .... .... .... .... ..... .... 213
Hugo Pereira and António Viana da Fonseca
Field Monitoring of Concrete Piles of an Integral Abutment Bridge....... 230
Khalid Alshibli, Andrew Druckrey, and George Z. Voyiadjis
Numerical Modeling of Pile Groups Composed of Two
Open-Ended Steel Piles.. .... ..... .... .... .... .... .... ..... .... 241
Khalid Abdel-Rahman and Martin Achmus
Adfreeze Strength and Creep Behavior of Pile Foundations
in Warming Permafrost . .... ..... .... .... .... .... .... ..... .... 254
Abdulghader A. Aldaeef and Mohammad T. Rayhani
Effect of Deep Supported Excavation on the Adjacent
Deep Foundation... .... .... ..... .... .... .... .... .... ..... .... 265
Qassun S. Mohammed Shafiqu and Ali A. Shawqi Al-Ameri
Contents ix
Side Resistance Assessment of Drilled Shafts Socketed into Rocks:
Empirical Versus Artificial Intelligence Approaches ... .... ..... .... 288
Asmaa M.H. Mahmoud and Ahmed M. Samieh
Author Index.. .... .... .... ..... .... .... .... .... .... ..... .... 303
