CONFERENCE TO COMMEMORATE THE LEGACY OF RALPH B. PECK, SEVENTH INTERNATIONAL CONFERENCE ON CASE HISTORIES IN GEOTECHNICAL ENGINEERING and SYMPOSIUM IN HONOR OF CLYDE BAKER WHEELING, IL (CHICAGO, IL AREA) – APRIL 29-MAY 4, 2013 http://7icchge.mst.edu
List of Abstracts
KEYNOTE LECTURE W.D. Liam Finn Canada
SPECIAL LECTURE
Clyde N. Baker USA The Design of Foundations for the World’s Tallest Buildings
LEGACY OF RALPH B. PECK SPEAKERS
Shamsher Prakash USA Professor Peck, My Beloved Professor Nancy Peck Young USA My Dad
Gholamreza Mesri USA Ralph B. Peck, 1912 - 2008 Lloyd Cluff USA The Practice of Earthquake Geology and the Trans-Alaska Pipeline, A
Success Story
Edward Cording USA Tunneling in Chicago Clay: Pioneering Work in Ground Control Elmo DiBiagio Norway One-Page Summaries that Illustrate the Role of the Observational Method
in Documenting Case Studies
J. David Rogers USA
CLYDE BAKER SYMPOSIUM SPEAKERS
Tony Kiefer USA Slurry Caisson Problems and Correction in Chicago Bernie Hertlein USA The Evolution of Deep Foundation Quality Management Techniques in the
United States
Robert Lukas USA Pressuremeter Testing in Stiff to Hard Cohesive Soils
William Walton USA Clark Landfill Failure
William Baker USA Design of Supertall Buildings Robert Schock USA 120 Years of Caisson Foundations in Chicago
EARTHQUAKE SESSION SPEAKERS
Misko Cubrinovski New Zealand New Zealand Earthquakes Kohji Tokimatsu Japan Japan Earthquakes Diego Lo Presti Italy A Preliminary Report on the Seismic Sequence of May – June 2012 in
Emilia (Italy)
Ricardo Dobry USA Case Histories of Liquefaction in Loose Sand Fills During the 1989 Loma
Prieta Earthquake: Comparison with Large Scale and Centrifuge Shaking Tests
Michele Maugeri Italy Case History of Damage Occurred in Italy during the 2012 Emilia (Italy)
Earthquake
STATE OF THE ART AND PRACTICE SPEAKERS
Jonathan D. Bray USA Lessons Learned from Recent Earthquakes and Their Practical Applications
George Gazetas Greece Unresolved Failure Case Histories in Earthquake Geotechnics Buddhima Indraratna Australia Role of Geotechnical Engineering in Rail Track Modernization Ed Kavazanjian USA Performance of Geosynthetic Liner Systems in Landfills Subject to
Seismic Loading
Suzanne Lacasse Norway Case Histories: Optimum Solutions with Sound Geotechnical Engineering Pedro S. Seco e Pinto Portugal Unusual Incidents Occurred in Large Piles during Construction of 3rd
Tagus Bridge in Lisbon
Harry G. Poulos Australia Tall Building Foundations – Design and Performance Rodrigo Salgado USA Soil Structure Interaction Ikuo Towhata Japan Long-Term Effects of Earthquake-Induced Slope Failures
J.P. Singh USA Performance Based Engineering – Forty Year Journey
OTHER SPECIAL PRESENTATIONS
Adimoolam Boominathan India Performance of Pile Foundations H. Turan Durgunoglu Turkey Barette Foundations Hesham El Naggar Canada Machine Foundation Design; Soil Structure Interaction Jesus Gomez USA Engineering Properties of Albany Varved Clays and Their Impact on the
Design of Underground Support
Jack Pappin Hong Kong The Design and Construction of a Fast Track 16 Hectare, 18m Deep
Basement in Soft Clay in Singapore
Vijay Puri USA Shallow Foundation under Earthquakes V. V. S. Rao India Forensic Engineering Hari Sharma USA Sustainability and Waste Management Ion Vlad Romania Improving the Structural Performance of Heritage Buildings: A
Comprehensive Romanian Experience
SPECIAL PRESENTATION LECTURES
Sarfraz Ali Pakistan Geotechnical Aspects of Recent Extreme Floods in Pakistan Syed Faiz Ahmad Saudi Arabia Case History of Foundations in Saudi Arabia J. S. Vinod Australia DEM Modelling of Granular Materials during Cyclic Loading Serge Varaksin France Observational Method for the Design of a New Ground Improvement
Concept Adapted to a Large Scale Fast-Track Project SPL-4
Theodore von Rosenvinge USA Tied Back Wall Failure in Clay, Boston, MA Joel Burken USA Phytoforensics: Soil and Groundwater Sampling Without Soil or
Groundwater!
Garry H. Gregory USA Cowboys Stadium - Roof Arch Foundations – Revisited Ioannis Anastasopoulos Greece Structural Damage of a 5-Storey Building: Differential Settlement Due to
Construction of an Adjacent Building or Because of Construction Defects?
T.N. Gupta India Natural Hazard Preparedness and Mitigation in India
SESSION ON LEGACY OF RALPH B. PECK SESSION 1a Application of Case Histories to Practice Use of Case Histories to Enhance Practical Geotechnical Engineering; Practice in Different Offices to Achieve this Objective with Examples; Importance of Life Long Learning; Use of Case Histories in Life Long Learning; One-Page Case Histories James Weaver USA Surcharge for Runway Expansion Project – A Case History, Portland, MA
1.01a (withdrawn) Marek Tarnawski dr. hab. Poland Geotechnical Failures Caused by Human Errors 1.02a Brian J. Van Weele USA Mitigation of Coastal Geohazards 1.03a (withdrawn) Scott R. Huntsman Donald D. Treadwell
Qi-ping Weng China Design and Monitoring of the Foundation of the CCTV New Headquarter
1.04a Wang Wei-dong Wu Jiang-bin A. Stern USA Static and Seismic Stability Evaluation of a Mega-Landslide Deposit
1.06a A. Witthoeft C. Conkle Neven Matasovic Jeramy Ashlock USA An Investigation of Load and Resistance Factor Design of Drilled Shafts
Using Historical Field Test Data 1.07a Jessica Garder Kam Weng Ng Sri Sritharan Jignesh B. Patel India Application of Case Studies to Practice in Foundation Engineering in India
1.08a Mahesh D. Desai Nehal H. Desai B. S. Rajpal India Challenges of Marine Clay in the Construction 1.09a (withdrawn) Alberto Marulanda Colombia Experiences in Large Slope Stability Problems under Complex Geology
1.10a Camilo Marulanda William Ruiz Ignacio Arango USA Liquefaction Resistance of Gravelly Soils 1.11a Kenneth Stokoe, II Michael R. Lewis Aaron S. Budge USA Performance Monitoring of a Bridge Abutment Spread Footing Foundation
from Construction through Service 1.12a Derrick Dasenbrock Silvia Ferrero Australia The Behavior of a Large Anchored Basement in Dense Sands and Gravels
1.13a Francesco Petrella Italy Roberto Persio Tim Hocombe UK Jonathan D. Bray USA Calibration of Numerical Model for Liquefaction-Induced Effects on
Levees 1.14a Michelle Shriro Said Iravani USA Composite Shallow & Deep Foundation in Karst Geology under
Countryside Christian Center New Sanctuary, Clearwater, Florida 1.15a
James Saldaña USA Insurance Industry Perspective on the Importance on the Geotechnical Earthquake Engineering for Commercial Structures 1.16a
Alan H. Tamm USA A US - India Example in Case History Use in Levee Safety - A Multi-
Cultural Perception of What it is, and How Should it be Applied 1.17a Eric Halpin Padmakar Srivastava Yu Winston Rakesh Mahajan India Liquefaction Potential Evaluation of Barrage Foundation at NJC Hydro
Power Project, Tawang, Arunachal Pradaesh, India - A Case Study 1.18a Ram Bachan Shivali Dave Decker USA Maximizing Data Acquisition, Minimizing Footprint: A Southern
California Case Study 1.19a (withdrawn) Jacob Sheehan Mayo Thompson USA Ali Komak Panah Iran Numerical Investigations on Pile Lateral Movement Constructed in Cut
and Cover Conditions in Urban Area 1.20a Reza Behrou Aaron J. Muck USA Numerical Modeling and Use of Settlement Reducing Auger Cast-in-Place
Piles Below a Mat Foundation 1.21a Srinivasan Swaminathan Arul Arulrajah Australia Planning and Implementation of Mega Geotechnical Engineering Projects
in Singapore 1.22a Myint Win Bo Canada Ali Komak Panah Iran Recorded Bedrock Motions and Site Effects Evaluation in Tehran City
1.23a Mohammad Reza
Ghayamghamian
Reza Behrou Mohammad Reza
Ghayamghamian Iran Site Effects Estimation in Tehran City by Using Empirical Methods 1.24a
Reza Behrou Graham Parkinson Canada Testing of Cyclone Sand Fill at Elevated Stress 1.25a Howard Plewes Matthias Busslinger Myles Lawler UK Antonio Cavallaro Italy Site Response Analysis in the STM-M6 Industrial Area of the City of
Catania (Italy) 1.26a Michele Maugeri Salvatore Grasso Ali Hefdhallah Egypt Effect of Neighboring Footings on Single Footing Settlement 1.27a Marawan Shahien
SESSION 1b Application of Case Histories in Education How Case Histories have been incorporated in coursework; How to Conduct Search for Case Histories, and What are the Major Sources; Examples of Specific Use/s: Importance of Teaching Case Histories; From Case Histories to Conceptual Models; Importance of Practical Experience of Professors; Use of Case Histories in Teaching Process; Is it possible to Involve Students in Case Histories (i.e. in Engineering Practice)? R. Shivashankar India Role of Case Histories in Geotechnical Engineering Teaching and Practice
1.01b Waddah Akili USA On Becoming a 21st Century Engineering Educator: Building
Competencies and Acquiring Needed Skills 1.02b Waddah Akili USA Enhancement of Engineering Education in the Arab States through
Cooperative Learning Protocols 1.03b Diego C. F. Lo Presti Italy An Example of Teaching Slope Stability From True Case Histories 1.04b James Mahar USA Case Histories in Geotechnical Engineering Education 1.05b Peter Scharle Hungary Case Studies - Pavement of the Educator's Road 1.06b Richard P. Ray Robert Szepesházi Miguel A. Pando USA Geosynthetic Reinforced Segmental Retaining Wall Failure: Forensic
Investigation and Remediation 1.07b Rajaram Janardhanam Edward L. Hajduk USA Incorporating On-Campus Sites Into an Undergraduate Geotechnical
Engineering Laboratory Course 1.08b William R. Christopher Anastassis Kozanitis Canada Students as Forensic Engineers: An Innovative Approach to Teaching Soil
Mechanics 1.09b Benoît Courcelles Lina Forest Andrew T. Rose USA Using Local Case Histories in Undergraduate Teaching 1.10b Andrew T. Rose USA Using the 1911 Austin Dam Failure Case History in Undergraduate
Teaching 1.11b Christos Tsatsanifos Greece The Initiative of the Hellenic Society for Soil Mechanics and Geotechnical
Engineering (HSSMGE) to Support the Development of Case Studies Suitable for Instruction: An Example for a Cut Slope 1.12b
George Belokas George Dounias Marina Pantazidou
Chee-Ming Chan Malaysia "Extreme Foundations" for Peat Deposit: Conceptual Models, Creative Thinking and Learning Process 1.14b
Marina Pantazidou Greece Specific Learning Outcomes Achievable with Suitable Case Studies: The
Case of Multi-Stage Stability of Embankments Constructed for the Approach to the Limerick Tunnel, Ireland 1.15b
Trevor L. L. Orr Ireland SESSION 1c Observatoinal Method, Successes and Failures: Case Histories of the Successful Application of the Observational Method and Observational Control; Critically Reviewed Old Case Histories (post mortem) and Successful Case Histories; Architecture of Reporting Case Histories, and The Question of Ethics in Reporting of Case Histories; History of Geotechnical Engineering; Ancient Geotechnical Engineering Abdolhosain Hadad Iran A Non-Linearity Method to Estimate Elastic Settlement of Shallow
Foundations Using Small-Strain Stiffness 1.01c Reza Amini Ahidashti Gokul K. Bayan India Performance of Digboi Refinery Modernization Project from Geotechnical
Aspects – Investigation and Observations 1.02c Indra Prakash India Application of Observational Method in the Successful Construction of
Underground Structures, Sardar Sarovar (Narmada) Project, Gujarat, India 1.03c
Brian Hall Canada Braced Sheet Pile Shoring Wall in Sensitive Clay 1.04c Jake Brucker Marc Sabourin Yadav Pathak Adolfo C. Caicedo-Aspiazu USA Case Study: Application of the Observational Method Using High Strain
Dynamic Tests 1.05c Alberto Marulanda Colombia Design and Construction of Underground Caverns under Different
Geological Conditions 1.06c Camilo Marulanda Ramiro Gutierrez Patrick Becker UK Importance of Observational Method in View of Numerical Analyses for
Retaining Structures in Soft Soils 1.08c Alfonso Castro USA Settlement of State Route 139 on Peat, near Stoughton, Massachusetts
1.09c James Mahar Mohamed Gamal Stephen M. McLandrich USA Networked Geotechnical near Real-Time Monitoring for Large Urban
Excavation 1.10c Youssef M.A. Hashash
Amir Hossein Sadeghpour Iran The Comparison of Three and Two Dimensional Analyses of Rockfill Dams in Narrow Valley (Case Study - Vanyar Dam) 1.12c
Mehdi Derakhshandi Mojtaba Honarmand Bryant Robbins USA The Observational Method and Seepage Design: Past, Present, and Future
1.13c (withdrawn) Don Yule Johannes Wibowo Chris G. Nadia USA Use of the Observational Method to Verify Design of Earth Rentention
Structures 1.14c Timothy H. Bedenis Charles B. Grant USA Case History - Performance Monitoring Success 1.15c Tom Hurley Garry H. Gregory USA Cowboys Stadium - Roof Arch Foundations - Revisited 1.16c Ken Choudhary China Design of Shallow Foundations for a Large Polysilicon Plant in China
1.17c Dr. Kul Bhushan USA Derya Celal Zinzade Turkey Evaluation of the Observed Performance of a Deep Top Down Excavation
1.18c Gokhan Baykal Alberto Prestininizi Italy Supporting Tunnelling Excavation of an Unstable Slope by Long Term
Displacement Monitoring 1.19c Francesca Bozzano Paolo Mazzanti D.S. Subrahmanyam India Determination of In-Situ Stress at Desilting Chamber of Punatsangchhu
Hydroelectric Project (Bhutan), to Reconfirm its Orientation Influenced by Topography - A Case Study 1.20c
SYMPOSIUM IN HONOR OF CLYDE BAKER SESSION 2 Case Histories of Unexpected Behavior and Failure of Shallow, Deep and Other Foundations, Including Soil Structure Interaction, Foundations in Expansive, Collapsible and Sulphative Rich Soils, Foundations in Arid, Semi-Arid Zones; Case Histories Involving Rapid Load Testing (Statnamic, Fundex, Drop Weight) for Deep Foundations, Pile Driving and Evaluation, Failure and Good Performance of Buildings, Foundations, Tall Buildings and Towers, and Historical Monuments Vishnu Diyaljee Canada Full-Scale Load Testing of 57-Year Old Raymond Piles for Foundation
Re-Use 2.01 Alan Lutenegger USA Global Bearing Capacity Failure of a Granite Block Bridge Abutment on a
Shallow Foundation 2.02 (withdrawn) Alan Lutenegger USA Historical Application of Screw-Piles and Screw-Cylinder Foundations for
19th Century Ocean Piers 2.03
M. K. Kumor Poland Effect of Subsoil’s Geotechnical Recognition Quality on the Performance
of Piling Works for Bridge Abutments 2.04 Z. Mlynarek Mohamed Gamal Egypt Seismic Hazard and Geophysical Investigations for Architectural Heritage
Preservation in Egypt: The Case of Habib Sakakini Palace 2.05 Sayed Hemeda Kyriasis Pitilakis Greece Masoud Hajialilue Bonab Iran Use of Liquid Limit and Dry Density Test Method for Collapsible Soil
Identification 2.07 Mehdi Khalili Noutash Mehrad Khalili Noutash Baran Ozsoy Turkey Hıgh Capacıty Rock Socketed Pıles in Scotland, UK 2.08 Peter Boyd UK Edward L. Hajduk USA Pore Pressure Measurements within the Cooper Marl Formation during
Driven Pile Installation 2.09 Kenneth J. Zur Luis F. Orozco Colombia Differential Settlement Problem of a Large Apartment Building in Bogotá,
Cause and Solution 2.10 Marcela Salcedo Akili Waddah USA Design and Performance of Shallow Foundations over Diagenetic
Limestone along the Arab Gulf Coast: Realities and Challenges 2.11 Bengt H. Fellenius Canada Analysis of Piled-Raft Foundation for Cai Mep Container Port, Vietnam
2.12 Nguyen Minh Hai Vietnam Dominic Ek-Leong, Ong Malaysia Soil-Structure Interaction between a Deep Excavation and Adjacent
Heritage Buildings Supported on Floating Foundations 2.13 Donggye Park Korea Analysis of Piled Raft Interaction in Sand with Centrifuge Test 2.15 Dongyeol Lee Doohyun Kyung Junhwan Lee Jon Sinnreich USA Base Grouting Case Studies Including Full Scale Comparative Load
Testing 2.16 Robert C. Simpson Brandon Kluzniak USA Case History: Performance of Drilled Shaft Foundation System in
Cemented Soils, Las Vegas, Nevada 2.17 (withdrawn)
Jayprakash Amin USA Case Study of the Soil-Structure Interaction Response of Embedded Structures with Varying Backfill Soil Properties 2.18
Lisa M. Anderson Luis Moreschi Shawn Carey Arun C. Borsaikia India Case Study on Foundation Failure Within a Residential Complex 2.19
Baleshwar Singh Raymond Franz USA Challenging Chicago Caisson Installation and Remedial / Supplemental
Geotechnical Construction Techniques 2.20 (withdrawn)
William L. Lederer Amin Barari Denmark Calibration of Failure Criteria for Bucket Foundations 2.21 Kim André Larsen Lars Bo Ibsen Guillermo Realpe Ecuador Characterisation of Peat Soil in Quito, A Housing Development
Foundation Problem Case Study 2.22 Hugo Ortiz del Salto L. B. Ibsen Denmark Comparison Between Dynamic Response of Monopile and Jacket
Foundations for Offshore Wind Turbine in Present of Damping Effect 2.23
L. V. Andersen M. Bayat Caesar Abishdid USA Contribution of the Side Resistance and Tip Resistance on the Total Axial
Load Capacity of Drilled Shaft Foundations 2.24 Masood Hajali Ahmed T. M. Farid Egypt Differential Settlements Caused by Water Level Increase for Buildings
Established on Marl Formations 2.25 Ahmed M. Abd-Elwahab KSA
Djahid Amzal
Algeria
Differential Settlements of Cylindrical Steel Storage Tanks: Case of the Marine Terminal of Bejaia 2.26
Omar Sadaoui Ramdane Bahar Dr. Yogendra Singh India Effect of Soil on Seismic Response of a Tall Tower 2.27 (withdrawn) Shrabony Adhikary A. Saeedi Iran Effect of Structure on the Dynamic Response of Piled Raft Foundation
2.28 M. H. Baziar Vishnu Diyaljee Canada Geotechnical Issues Associated with Design and Construction of the
Middle River Bridge 2.30
P. K. Jain India Repair of Sunken Floor by Integrated Approach: A Case Study 2.31 Rakesh Kumar Gregory R. Reuter USA Friction Piles for Foundation Support in Lake Agassiz Clay, International
Falls, Minnesota 2.32 Benjaminn Nordahl Nielsenl Denmark Geotechnical Site Assessment by Seismic Piezocone Test for Offshore
Wind Turbines 2.34 Lars Bo Ibsen Lars Vabbersgaard Andersen Sarah Firouzianbandpey Carlos A. Lazarte USA Geotechnical Topics at the National Mall 2.35 Gloria Munoz Jeffrey Nelson Nancy Straub Copley Michael E. McGettigan USA Ground Improvement by Micropiles for the Cosmopolitan 2.36 Walter E. Vanderpool Mahesh D. Desai India Ground Treatment to Shallow Foundations Evolved by Performance
Studies to Control Unexpected Settlement at Surat 2.37 (withdrawn) Bhagat Dharam Ravin M. Tailor Dr. B. Sivarama Sarma India Innovative Durable Foundation Structures - Case Studies 2.38
(withdrawn) S. Manohar Abdul Muqtadir Bangladesh Interaction Analysis of Tall Structures with Pile Foundation 2.39 Imteaz F. Bhuiyan Canada Mehdi Momeni Iran Micropiled-Raft Foundations for High-Rise Buildings on Very Soft Soils,
Case Study: Kerman, Iran 2.40 Hessam Yazdani USA C. D. Rice USA Modeling Challenges of a Rapid Lateral Impact Load Testing Case History
of a Single Piles 2.41 D. C. Weggel Miguel A. Pando William Man USA Performance of Driven Piles in Gravelly Sands with Cobbles 2.42 Yonah Halpern E. A. J. George Nigeria Punch-Through Foundation Failure of Oil Drilling Platform in the Deltaic
Plain of the Niger River 2.43 M. Oju T. E. George T. J. Atuboyedia
M. H. Baziar Iran Response of Piled Raft Foundation on Soft Clay under Seismic Load 2.44 T. Maali
A. Saeedi Hermann Zeilinger Luxemburg The Fossa Carolina - Historical Canal Monument 2.45 (withdrawn) Caesar Abishdid USA Three-Dimensional Finite Element Nonlinear Static Analysis of a Drilled
Shaft Subjected to Lateral Load 2.46 Masood Hajali Adrian Pena-Iguaran USA Underpinning Using Micropiles for Fragile Building Adjacent to Deep
Excavation in Manhattan, New York 2.47 Chu E. Ho Shuang Hu Stephen Young Bryan A. McCabe Ireland Axial Load Behavior of a Driven Cast-in-Situ Pile in Sand 2.49 Kevin N. Flynn Derek Egan UK Andrew Burns USA Cased Augered Full-Displacement Piles (A.K.A. Torque Piles) for a 12-
Story Building in New York City 2.50 Howard A. Perko Marc Gallagher Michael Paquette A. Boominathan India Dynamic Response of a Vertical and Battered Pile 2.51 R. M. Subramanian Tianfei (Tyler) Liao USA Estimating Capacity of Driven H-Pile from CPT Data in Fluvial Sand
Deposit 2.52
Frederico Pinto
Argentina
Ground Heave due to Jet Grouting near an Existing Structure 2.53
Amy D. Apfelbaum
USA
Andrew J. Whittle Gary M. O'Neil Mounir Bouassida Tunisia Pathology of Oil Tank on Reinforced Soft Clay by Sand Piles 2.55 Wafy Bouassida
Chad A. Underwood USA Case Study: Pile Driving Adjacent to Municipal Drinking Water Storage Facility 2.56
Gregory R. Reuter R. Eric Zimmerman
Arsenio Escat USA Seismic Retrofit of 92/280 I/C Foundations in Bay Area, California by Micropile Groups 2.58
Mahmood Momenzadeh Phil Lutz Tim Pokrywka Tung Nguyen M. K. Chong UK Soil Movements due to Displacement Pile Driving 2.59 C. Guney Olgun USA Thermo-Mechanical Load Testing and Load Transfer Mechanisms of
Energy Piles 2.60 Fatih Catalbas James R. Martin Pier Luigi Iovino Sherif L. Abdelaziz A. Vasseghi Iran Evaluation of Design Requirements for Anchor Block of Buried Pipeline
2.61 M. Heydari Khavas M. Kermani Dr. Subhadeep Banerjee India Numerical Analysis of Pile Foundations Embedded in Soft Soil Subjected
to Cyclic Lateral Loading 2.62 Mr. Omprakash N. Shirole Mahyar Arabani Iran Numerical Analysis of Inclined Micro Pile Behavior under Seismic Load
2.63 Omid Tavasoli Saeid Ghorbanbeigi Seyyed Mehdi Radeghi
Mehrjou
Dr. Suzan Saad Salem Egypt Case Histories of Damage of Some Buildings Constructed on Different
Soiles 2.64
Dusan M. Milovic Canada
Differential Settlement of Foundations on Loess 2.65
Mitar B. Djogo Sasha D. Milovic OTHER SESSIONS
SESSION 3a Case Histories on Failures and Remediation of Slopes, Dams, Embankments and Landfills, Including
on Landslides and Other Mass Movements (Debris Flows, Mudslides in California, Venezuela and Elsewhere) due to Rain, Flooding, Earthquakes, Anthropological and Other Causative Factors and Failure;
Static Liquefaction of Tailing Dams; Good Performance of Levees, Solid Waste Landfills and Dams
Ansh Deep Ralh India Land Slide of Tunnel Face by Slip Circle Formation-Case Study 3.01a Kamal Dev Ralh
Ansh Deep Ralh India Landslide at Railway Project Site in Weak Murre Formation - Case Study 3.02a
Kamal Dev Ralh
A. Kumar India Case Histories of Earthen Dam Failures 3.03a R. P. Sharma
Deping Guo Japan Susceptibility Analysis on Landslide Triggering Factors during Wenchuan
Earthquake 3.04a Masanori Hamada Filippo Maria Leoni USA Levee Foundation Remediation using the Deep Mix Method 3.05a Kyle Sansing Wesley Schmutzler Gordon Tung-Chin Kung Taiwan
R.O.C. Evaluation of Critical Precipitation for Early Warning of Landslides Based on Case Histories Recorded in Southern Taiwan 3.06a (withdrawn)
Pai-Hsiang Tsai Po-Kai Wu Yu-Geng Tang Abdul Qudoos Khan Pakistan Review of The Seismic Rehabilitation of Sardis Dam 3.07a Randa Asmar USA Bengt H. Fellenius Canada Analysis of Embankment on Soil-Cement Columns for Thi Vai Port,
Vietnam 3.08a Nguyen Minh Hai Vietnam Flateau, Heidi USA Multi-Phased Approach to Stabilize a Highway Slope 3.09a Anagnostou, Jeffrey T. Mercy, P.D. Deo Nestor, Anthony S. Deo, Purushottam (PD)
George Gazetas Greece
Lessons Learned from Three Cases of Slope Failures 3.10a
Konstantina Papadopoulou Amir Hosein Sadeghpour Iran Analysis and Interpretation of Pore-Water Pressures Deviation in Electrical
and Open-Pipe Piezometers (Case Study: Vanyar Dam) 3.11a Mohsen Mojezi Faraz S. Tehrani USA Analysis of Landslides Using Image Correlation Techniques 3.12a Monica Prezzi Rodrigo Salgado Siddharth Khandelwal Ali Ghanbari Iran Calculation of Natural Frequency of Earth Dams by Means of Analytical
Solution 3.13a Maryam Mahdizadeh
David Turi Hungary Causes and Circumstances of Red Sludge Reservoir Wall Failure in 2010 at Mal ZRT Factory Site in Ajka, Hungary 3.14a
Jozsef Pusztai Gilberto Rodriguez Ch. Colombia Damage on a Main Gas Pipeline due to Volcanic Ashes Landslide in
Colombia 3.15a George Raptis USA Design Details to Accommodate Fault Movement in a Dam Foundation
3.16a Joseph Kovacich Peter Dickson Juan Pablo Villada Colombia Development and Implementation of a Methodology for the Determination
of Risk Based on the Instrumentation of Calderas, Jaguas, Miel I and San Carlos Hydroelectric 3.17a (withdrawn)
Manuel Villarraga Osman Daniel Perafán Rafael Prieto Scott Newhouse USA Earth Dam Failure by Erosion, A Case History 3.18a Navid H. Jafari USA Effect of High-Intensity Rainfall at Bandung Landfill Failure 3.19a Timothy D. Stark Aravinda Ramakrishna USA Embankment Construction Using Column Supported Embankment 3.20a Raymond Mankbadi Juan Pablo Villada Colombia Evaluation of Failure Probability Over Residual Soil Slopes of the Aburra
Valley, Medellin-Colombia 3.21a Manuel Villarraga Mohammad Esmaeil Seif Iran Evaluation of Pore Pressure Generation during Eyvashan Dam
Construction (In Iran) 3.23a Reza Ziaie Moayed Ali Derakhsani Japan Experimental Analysis of Liquefaction-Induced Lateral Displacement
Mitigation Using Soil Deep Mixing Models 3.24a Ikuo Towhata Naoki Takahashi Rouzbeh Rasouli Suguru Yamada Yuji Takaoka Bahaaeldin H. Sadagah Saudi Arabia Failures and Remediation of Rock Slope Stability Problems and
Remediation at Earthquakes at Part of Werka Descent Road West of Saudi Arabia 3.25a
Gokul K. Bayan India Finding F.O.S. for Flow Type Landslide with Static Liquefaction at
Karshingsa - A Case Study 3.26a
Amir Akbari Garakani Iran Foundation Treatment in Zoned Earth Dams with Consolidation Grouting 3.27a
Fardin Jafarzadeh Behzad Pourhadi Lahiji Iran Freeze-Thaw Cycles on CBR Values of Stabilized Silty Soils (Karaj
Railway Case Study) 3.28a Reza Ziaie Moayed Younes Daghigh C. Zwanenburg The
Netherlands Full Scale Container Tests for Proving the Safety of the Dutch Markermeer Levees 3.29a
M. A. Van Barbara Cosanti Italy Geotechnical Characterization of the Flood Plain Embankments of the
Serchio River (Tuscany, Italy) 3.30a Diego C. F. Lo Presti Nunziante Squeglia Gary S. Chow USA High-Risk Flood Control Dams on Difficult Soil Foundations 3.31a Lori K. Thomas A. H. Fazli Iran Investigation of the Effect of Modeling of Control Tunnel in Retaining
Structure of J2 Station of Mashhad Metro with Use of Plaxis 2D 3.32a F. Rouzmehr N. Arafati S. M. Mousavi Arash Mohammadi Iran Investigation on Characteristics and Stability of Rock Mass Surrounding
Behesht-Abad Water Conveyance Tunnel Inlet Portal 3.33a Dr. Mahmoud Hashemi Hooman Sharifpour Jess A. Schroeder USA Landslide Stabilization along the Ohio River Using Cantilevered Stub
Piers 3.34a Swaminathan Srinivasan Kamarudin Abu Taib Malaysia Landslide Hazards in the Area of Ulu Klang, Malaysia 3.35a Muhammad Mukhlisin Norhidayu Kasim Martin Wieland Switzerland Koman Concrete Face Rockfill Dam - Updating the Static and Seismic
Stability Evaluations 3.36a Hamid Fallah USA Jai Bhagwan India Investigations for the Stability of Slopes along Road Section - Case
Studies 3.37a Kanwar Singh Daniel A. Thome USA M-222 Slope Stabilization Case History - Geotechnical Lessons Learned
from Michigan Department of Transportation Design Build Project 3.38a Michael J. Thelen
Lok M. Sharma USA Mississippi River Road Gabion Wall/Slope Stabilization 3.39a W. Ken Beck D. B. Nothdurft USA Observations Save the Day at the Wachovia Cultural Center Excavation
3.40a E. J. Cording J. S. Davis Kamal Bahrin Jaafar Malaysia Reconstruction of Road Embankment Failure using Reinforced Geogrid:
Revisiting the Site after 16 Years 3.41a Suhaimi Jamaludin Lubros Hrustinec Slovakia Remediation of a Slope Failure above Retaining Wall under Construction
3.42a Miroslav Cerny Charles E. Bishop, Jr. USA Sand Levees for Flood Risk Reduction 3.43a Thomas E. Mack Dhananjay Shah India Analysis and Design of Breakwater for Sea Water Intake Facility on South
East Coast of India 3.44a Jaykumar Shukla Laxman Rajwani Sophie Messerklinger Switzerland Analysis of the Embankment Dam Failure at Prudencia HPP 3.45a
(withdrawn) Ahmed El-Shafie Malaysia An Effective Method for Probabilistic Analysis of Earth Slope 3.46a Mohammad Khajehzadeh Mohd Raihan Taha József Mecsi Hungary A Tragic History of the Failure of a Red Mud Reservoir Dam, and the
Lessons Learnt 3.47a Omar Sadaoui Algeria Case Study of Landslides in Kabylie Region, Algeria 3.48a Ramdane Bahar Samir Sadaoui Lelio H. Mejia USA Field Testing of Crushed Ignimbrite for Seismic Retrofit of Matahina Dam
3.49a Janvi Talsaniya India Geotechnical Aspect for Protection Bund 3.50a Jigar Rana Vaishali Pandya E. Sakoumpenta Greece Highway Section Affected by Two Neighboring Landslides - Performance,
Monitoring and Design of Stabilization Measures 3.51a M. Haralambakis V. Houssiadas
Cécile Cornou France Impact of Soil Spatial Variability on the Static and Dynamic Stability Analysis of a Slope with Geotechnical and Geophysical Investigations 3.52a
Denis Jongman Nancy Salloum Dalia Youssef Abdel Massih Lebanon Georges Nasr Jacques Harb Mansour Neaimeh Nancy Salloum Rony Azar Rony Hmaymes Debasish Roy Raja Bangladesh Intense Rainfall and Human Interventions: The Case Study of the
Chittagong Landslide in Southeastern Bangladesh 3.53a Imteaz F. Bhuiyan Canada Mahya Hatambeigi Iran Investigation of Liquefaction Mechanism in Hydraulic Fill Dams (Case
Study of Lower San Fernando Dam) 3.54a Anil Kathait India Over Eight Decades Old Active Landslide - A Case Study 3.56a Indervir Singh Kishor Kumar P. S. Prasad Abdulrahman Al-Amri Saudi Arabia Rainfall-Induced Deris Flows Case History along Al-Hada Descent
Highway West of Saudi Arabia 3.57a Bahaaeldin H. Sadagah Mohammed S. Aazam Omar Al-Hoseiny Bhosle S. P. India Stabilisation of Deep Soil Cut Using Micropile and Soil Nailing 3.58a Vaishampayan V. V. Muhsin Elie Rahhal Lebanon Slope Stability Problems in Lebanese Mountains 3.59a M. A. Jahanfar Iran Settlement Prediction of Landfill in Iran 3.60a S. A. Naeini Carlos Morales USA Self Hardening Slurry Wall Installation by Hydromill at the Herbert
Hoover Dike - An Innovative Solution 3.61a Jeff Taylor Mario Mauro Barbara Cosanti Italy Stability Analysis of the Serchio River Flood Plain Embankments
(Tuscany, Italy) 3.62a Diego C. F. Lo Presti Nunziante Squeglia
E. Sakoumpenta Greece Stabilizing a Landslide on a Motorway under Traffic: A Case History on Egnatia Motorway in Greece 3.63a
M. Haralambakis V. Houssiadas Damla Gaye Oral Turkey Slope Stability Assessment in Bursa, Turkey 3.64a Haluk Akgün Mustafa Kerem Koçkar Charles Ahlgren USA Seismic Retrofit of Crane Valley Dam 3.65a David Ritzman Faiz I. Makdisi Joseph de Larios Joseph Sun George Hu USA Selection of Best Procedures for Seismic Evaluation of Levees Based on
Case Histories 3.66a Khaled Chowdhury Mary Perlea Vlad Perlea
Faiz Makdisi USA Three Dimensional Soil-Structure-Interaction Analysis Simulating a Flood
Wall under Full-Scale Load Tests at Tell City Indiana 3.67a Jian Hu Kent Hokens Neil Schwanz Zhi-Liang Wang Nien-Yin Chang USA Ground Surface Amplification of Earthquake Motion by Vertical
Propagation through Horizontally Stratified Soil Deposits of Varying Stiffness 3.68a
Roger Torres Katsuya Tanaka Japan Influence Factors of Site Information on the Environmental Ground
Vibration 3.69a Kiyoshi Hayakawa Shuu ji Honda Alper Turan Canada The Movement of Bridge Abutments due to Consolidation Induced Lateral
Spreading 3.70a Sharia Alam Tony Sangiuliano Ali Shafiee Iran Probability Evaluation of an Earth Dam with Determining Minimum
Reliability Index Based on Monte Carlo Simulation Technique 3.71a Faradjollah Askari Mohamad Moghadaripour
Atila Sezen Turkey The Consolidation Behavior of the Clay - Core in a Rock Fill Dam - Atatürk Dam Case 3.75a
Atilla Ansal D. K. Paul India Influence of Dam and Foundation Discountinuities Using Discountinuum
Approach - A Case Study 3.76a Shilpa Pal SESSION 3b Case Histories on Failure and Remediation of Retaining Structures, Slurry Walls, and Deep Excavations, Dewatering, Stability John Endicott China Case Histories of Failure of Deep Excavation Examination of Where
Things Went Wrong: Nicholl Highway Collapse, Singapore 3.01b Alan J. Lutenegger USA Underpinning a Residential Structure on Uncontrolled Fill with Helical
Screw-Piles 3.02b Abouzar Sadrekarimi Canada Numerical Investigation of the Mobilization of Active Earth Pressure on
Retaining Walls 3.03b Sepideh Damavandinejad
Monfared Iran
Havvanur Kiliç Turkey Numerical Analysis of Soil Deformations Around Deep Excavations
3.04b Kutay Özaydın Oktay Sevencan Alberto Merlini Italy Behavior Prediction and Monitoring of a Deep Excavation in the Historic
Center of Brescia 3.05b Alex Sanzeni Francesco Colleselli Moira Mino Ching-Jiang Jeng Taiwan Investigating the Performance of Ground Anchor through the Failure Slope
Disaster in Taiwan 3.06b Kamran Zand-Parsa Iran The Simplified KZP6 Method for Tie Back Wall Design in Granular and
Cohesive Soils 3.07b Kumars Zand-Parsa USA L. Tony Chen China A Case History of Deep Excavation in Doha 3.08b C. Chen China A Case History of a Deep Foundation Pit Constructed by Zoned
Excavation Method in Shanghai Soft Deposit 3.09b J. Zhang W. D. Wang Z. H. Xu Hung Xuan Hoang Vietnam A Failure of Existing Piles Inside the Excavation in Very Soft Clay Layer
3.10b Nghia Trong Le
Cho Yoon-Ju Korea Application of Jacket Pack Anchor (JP Anchor) 3.11b Kim Tae-Seob Gordon Tung-Chin Kung Taiwan A Simplified Procedure for Performance-Based Design of Excavation
Based on Damage Potential of Adjacent Buildings 3.12b (withdrawn) Yu-Geng Tang Mohammadhasan Sasar Iran Behavior of a Soil Nailed Deep Excavation on East of Tehran 3.13b Reza Keyhani S. Mohsen Haeri Ahmet Arslan Turkey Deep Excavation Project and Case Study for Adana Hotel 3.14b
(withdrawn) Mustafa Laman Ozkan Kalo Selcuk Bildik Muhannad T. Suleiman USA Petr Koudelka Czech
Republic Double Case of Passive Pressure Acting on Wall Rotated about the Top 3.15b
Joseph G. Bentler USA Exploration, Deconstruction, and Repair of a Distressed MSE Retaining
Wall in Saint Paul, Minnesota 3.16b Frank M. Clemente, Jr. USA Failure and Restoration of Cellular Sheetpile Structures 3.17b Hamzehlou Bahareh Iran Failures of Retaining Wall Structures due to Earthquake 3.18b Mohammadreza Abbasi
Garavand
M. Reza Shakeri Iran Instability of a Soil Nail Wall due to the Accumulation of Rainfall in the
Upper More Permeable Fill Layer 3.19b Mohammadhasan Sasar S. Mohsen Haeri Eva Dornecker Germany Lessons Learned from the Disaster at Lippe Canal Bridge 3.20b Markus Herten Ghalandarzadeh Abbas Iran Mitigation of Seismic Deformation of Anchored Quay Walls by Means of
Backfill Compaction 3.21b Ghasemi, Pooyan David W. Bird USA Stabilization of Existing Sheet Pile Cell in the Ohio River 3.22b Andrea Morittu Italy Observed Performance of Three Excavations Supported by Soil Berms
3.24b (withdrawn) Efisio Erbì Fabio M. Soccodato Roberto Piras
Christian B. Woods USA Reconstruction of a Deteriorating, Tiered, MSE Wall Structure in Connecticut 3.25b
Matthew E. Meyer Drew Floyd USA Prevention of Additional Building Settlement due to Adjacent
Construction at St. Francis Hospital and Medical Center in Hartford, CT 3.26b
Giuliana Zelada-Tumialan Sean D. Radley William P. Konicki M. Reza Shakeri Iran Deep Excavation on 3 Sides of a 21 Story Building 3.27b Mohammadhasan Sasar S. Mohsen Haeri Zhonghua Xu P.R. China 3D FEM Modeling of a Deep Excavation Case History Considering Small-
Strain Stiffness of Soil and Thermal Effect of Concrete 3.28b Guy T. Houslsby UK Harvey J. Burd Yuepeng Dong H. Elahi Iran Application of Soil Nailing for Stability of an Excavation in Layered
Ground: A Case Study from Iran 3.29b M. A. Tutunchian M. Keramati M. Sabermahani David Jones UK Bloomfield Road Storage Tanks Grouting Works, Blackpool, UK 3.30b David Preece Elizabeth Gallagher Malcolm Eddleston Mark Edmondson Pamela Rigby Michell W. Weber USA Case History Review of Soil Nail Failure during Wall Construction 3.31b Thomas L. Monaco G. L. Sivakumar Babu India Case History Review of Soil Nail Failure during Wall Construction 3.32b Pawan Kumar Alexandre J. Bredikhin USA Passive Soil Nails to Mitigate Active Landslides 3.33b Michell W. Weber Robert Chamberland Canada Remediation of Distressed Frozen Earth Cofferdams 3.34b Joseph A. Sopko USA Ahmed Buaishi Romania Some Regards on the Influence of Deep Excavations on Neighbouring
Buildings 3.35b Anton Chirică Cătălin Căpraru Nicolae Ungureanu
SESSION 3c Improving the Stability and Maintenance of Monuments (Big Ben, Leaning Tower of Pisa and Others) Sepideh Damavandinejad
Monfared Iran Parametric Study of Behavior of Inclined Micropile Using Numerical
Modeling 3.01c (withdrawn) Chavdar Kolev Bulgaria Restoration of One of The Most Beautiful Architectural Monuments of
Sofia by Micro - Piles Injections 3.02c Barry S. Chen USA An Innovative Shoring, Dewatering and Foundation Design of Retail
Warehouses in Taiwan: Case Histories 3.03c Roy E. Jensen Julijana Cvetanovska Macedonia Geotechnical Issues in Structural Stabilization on Historical Monument -
Clock Tower 3.04c Kemal Edip Vlatko Sesov Miroslav Todorov Bulgaria Constructive Solutions to the Conservation of Cultural Heritage 3.05c SESSION 4a Case Histories on Failure and Remediation of Geotechnical Earthquake Engineering, Including Land Slides; Lessons Learned from Pisco-Peru 2007, L’Aquila-Italy 2009, Honduras 2009, American Samoa 2009, Haiti 2010, Chile 2010, Baja California 2010, New Zealand 2010 and 2011, Tohoku Japan 2011 and other Recent Earthquakes; Reports on Recent Earthquakes Takaji Kokusho Japan Liquefaction Potential Evaluation – Energy Approach Compared to Stress
Approach 4.01a Iurii I. Kaliukh Ukraine Activation of Landslides in The South of Ukraine under the Action of
Natural Seismic Impacts (Experimental and Analytical Studies) 4.02a (withdrawn)
Oleksandr N. Trofimchuk Ukraine Giovanna Vessia Italy The Seismic Event at L’Aquila on 6 April 2009: Site Effects and Critical
Points in Microzonation Activity within the Aterno Valley Municipalities 4.03a
Mario Luigi Rainone Pasquale Greco Patrizio Signanini Sara Di Benedetto Bambang Setiawan Indonesia Banda Aceh-Indonesia Strong Motions Simulation and Ground Response
Analysis during the 2004 Indian Ocean Mega Earthquake 4.04a Mahmood Seid-Karbasi Canada A Practical Approach for Numerical Modeling of Seismic Gravel Drains in
Liquefiable Grounds 4.05a Abdolreza Osouli USA Bank Instability Problems Associated with the Riverside Construction
4.06a Gennaro G. Marino
J. S. Vinod Austraila DEM Simulations of Granular Materials under Cyclic Loading 4.07a T. G. Sitharam B. K Maheshwari India Effects of Silt Content on Dynamic Properties of Solani Sand 4.08a Bablu Kirar A. Nabizadeh Iran Fault - Tunnel Interaction Modelling, Using Numerical Studies and
Verification with Experimental Tests 4.10a M. H. Baziar Ali Ozvan Turkey Ground Deformations Observed after 23.10.2011 Mw 7.2 Van Earthquake
4.11a Muge K. Akin Mutluhan Akin Tamer Topal Sri Atmaja P. Rosyidi Indonesia Lesson Learned from Padang Earthquake 2009 4.12a Jafari M. K. Iran Lessons Learned from Reverse Fault Rupture-Shallow Foundation
Interaction Selected Case Histories 4.13a Kiany M. R. Moosavi S. M. Abid A. Mirza USA Ground Improvement for the Smithland Hydroelectric Project 4.14a Lin Zhao Luling Yang Thomas G. Andrews V. Mercado (blank) Case Histories of Liquefaction in Loose Sand Fills during the 1989 Loma
Prieta Earthquake: Comparison with Large Scale and Centrifuge Shaking Tests 4.15a
Zia Zafir USA Deep Foundation Selection and Analysis for a 30-Story Building in Highly
Liquefiable Soils 4.16a James Wetenkamp USA Estimating Seismic Settlements from Liquefaction and Cyclic Softening
and Their Impact to Design of a School Building 4.17a Jorge Meneses Zia Zafir Clive Anderson New Zealand Improved Ground Performance during the 2010-2011 New Zealand
Earthquakes 4.18a Guney Olgun USA James R. Martin, II Christian Ledezma Chile Lessons from the Seismic Performance of Pile-Supported Bridges Affected
by Liquefaction during the M8.8 2010 Maule Chile Earthquake 4.19a Jorge Meneses USA Performance of Lightweight Structures during Liquefaction from Recent
Earthquakes 4.20a Yun Liao
K. Tokimatsu Japan Performance of Underground Structures in Liquefiable Soil 4.21a S. C. Chian G. Kalyan Kumar India Probabilistic Seismic Hazard Assessment for Kanchipuram, South India,
Using Logic Tree Approach 4.22a G. R. Dodagoudar Wang, Z USA Seismic Hazard Assessment and Design Ground Motion: Lessons Learned
from Recent Earthquakes 4.23a Kenji Ishihara Japan Seismic Performance of Waterfront Sites during the M9 Tohoku, Japan
Earthquake 4.24a (withdrawn) Takahiro Sugano
Guney Olgun USA James R. Martin, II
Steve Dickenson Shamsher Prakash USA Shallow Foundations for Seismic Loads: Design Considerations 4.25a Vijay K. Puri Muhsin Elie Rahhal Lebanon Soil Liquefaction Potential Evaluation in Lebanese Soil Deposits 4.26a G. L. Sivakumar Babu India Slope Stability Analysis of MSW Landfills 4.27a Sandeep Kumar Chouksey Prof. Krishna R. Reddy USA Hossein Hamzehloo Iran Spectral Attenuation Characteristics of Strong Ground Motions in East-
Central Iran using Theoretical Data 4.28a Majid Mahood Hossein Hamzehloo Iran Variation of Intrinsic and Scattering Attenuation of Seismic Waves with
Depth in the Bam Region, East-Central Iran 4.29a Majid Mahood Muge K. Akin Turkey Evaluation of Site Amplication of Erbaa, Tokat (Turkey) 4.30a Tamer Topal Steven L. Kramer USA Angelo Marcello Tarantino Italy 3D Numerical Simulation of Liquefaction Induced Effects during Italian
Earthquake (May 20, 2012) 4.31a Fabio della Bartola Forcellini Davide
SESSION 4b Case Histories on Engineering Vibrations, Vibration Control for Underground and Surface Constructions
with Specific Emphasis on the Urban Environment; Predictions, Monitoring and Solutions; Blasting for Tunnels in Soft Ground and Rock, Discontinuous Rocks and their Application to Water Resources Projects, and Remediation Amares Chattopadhyay India Propagation of Seismic Waves in an Anisotropic Media due to a Point
Source 4.01b Sanjeev A. Sahu Ali Komak Panah Iran Evaluation of Pseudo-Static Coefficient for Soil Nailed Walls in Coarse
Grained Alluvium of Tehran on the Basis of Seismic Behavior 4.02b Majid Yazdandoust Kamran Zand-Parsa Iran Bridge Foundation Pile Driving Vibration Monitoring 4.03b Kumars Zand-Parsa USA Edward L. Hajduk USA Scaled Capacity: A New Approach in Estimating Driven Pile Ground
Vibrations 4.04b Joshua C. Adams Dhirendra S. Saxena USA Case Histories of Alleged Vibration Damage to Sensitive Structures from
Construction Activities 4.05b Ali Komak Panah Iran Determination of MSE Wall Pseudo Static Coefficient Based on Seismic
Performance 4.06b Majid Yazdandoust Reza Sadeghzadegan Edward L. Hajduk USA Monitoring of Driven Pile Vibrations for the University of Wisconsin -
Milwaukee School of Freshwater Sciences Building Addition 4.07b (withdrawn)
Van E. Komurka Aslı Kurtuluş Turkey Site Specific Design Earthquake Characteristics 4.08b Atilla Ansal Barbaros Çetiner Gökçe Tönük Francesco Castelli Italy Tunnelling in Urban Area and Monitoring during the Construction 4.09b Michele Maugeri Valentina Lentini A. Sengupta India Experimental Investigation into Natural Base Isolation System for
Earthquake Protection 4.10b S. Bandyopadhyay Sheng-Huoo Ni Taiwan
R.O.C. Screening Effect of Horizontal Amplitude for Material Property of Rectangular Strip In-Filled Trench 4.11b
Chang-Chi Hung Taiwan R.O.C.
Abolfazl Yazdinejad Iran An Investigation on the Stack Vibrations and Geotechnical Rehabilitation Solutions. Case-Study: Shahid Hasheminejad Gas Processing Company (Khangiran) 4.12b
Arsalan Ghahramani Hadi Ghodrat Javad Hosseinimasum Mehdi Barjini Khabbazbarjini SESSION 5 Case Histories on Failure of Geological, Rock and Mining Engineering, Including Underground Structures and Excavations, and Subsidence of Deltas; Anticipation, Characterization, Design and Construction in the Geological Complexity of Mélanges, Fault Rocks, Weathered Rocks, Boulder Colluvium, Lahars and Similar Bimrocks (Block-in-Matrix Rocks) and Rock/Soil Mixtures, and Remediation Ahmed T. M. Farid Egypt Modified Value of Rock Quality Designation Index RQD in Rock
Formation 5.01 W. Channabasavaraj India Influence of Relative Position of The Tunnels - Numerical Analysis on
Interaction Between Twin Tunnels 5.02 T. Peryoga Australia Rock Fall Risk Management at Newmont Boddington Gold Open Pit 5.03 Aliakbar Golshani Iran Amirkabir NATM Tunnel- A Case Study of Design Challenges in a Mega
Project of Tunnel in Soft Ground 5.04 Ehsan Moradabadi Kumar Venkatesh India Construction of Tail Race Tunnel for Hydro Electric Power Project 5.05 R. P. Tiwari Fouzan Al Fouszan Saudi Arabia Geotechnical and Geophysical Evaluation of the near Surface Faults and
Cracks in Residential Area Underlain by Semi-Arid Shale 5.06 Khaled Al-Mutairi Mosleh Al-Shamrani Muawia Dafalla Shamsher Prakash USA Piles Foundations under Earthquakes 5.07 (withdrawn) Vijay K. Puri A. Taheri Iran Promotion of Tunneling Performance in Locally Semi-Hard to Hard
Conglomerate Lenses, Case of Esfahan Historical City Subway Project 5.08
A. H. Haghi Dr. Neelima Satyam D. India Support System Design of Power House and Transformer Caverns in
Dickchu Hydropower Project, Sikkim 5.09 Bernard Daly USA TBM Tunneling through the Mosholu Fault Zone in New York City 5.10 James Morris Syed Haq
George R. Sadowski Brazil The Geomechanical Implications of Tectonic Stresses at the Ita Dam,
Brazil 5.12
Arash Mohammadi Iran Three-Dimensional Analysis of the Umbrella Arch Method Support in
Digging Kuhrang Water Transmission Tunnel 5.13 Dr. Mahmoud Hashemi Hooman Sharifpour Pooyan Asadollahi USA Tunnel Failure Case Histories 5.14 Lucas Walshire USA Tunnel Failure in Weathered Shale 5.15 (withdrawn) Ronald Wahl Sarwenaj Ashraf Dr. V. K. Singh India Geotechnical Study of Coal Rib Failure at Ananta Coal Mine, Orissa, India
5.16 (withdrawn) Idaver H. Macedonia Slope Stability Analysis of Working Benches and Of The General Slope in
the Open Pit Mine of Mergele “Hani I Elezit” 5.17 Amet B. Republic of
Kosovo
Januz M. Nexhmi K. Semial A. Saeid Rashidi USA Baltimore Red Line Project: An Overview of the Cooks Lane Tunnel 5.18 Verya Nasri Joseph Kovacich USA Foundation and Structural Design of Lock Walls Founded on a Fault Zone
5.19 Juan Quiroz Rachael Bisnett Keiichi Ota Japan Numerical Analysis of Effect of Landslide on Tunnels 5.20 Senro Kuraoka Toshiya Takeshi Idaver H. Macedonia Working Benches and the General Slope Stability Analysis of the Open Pit
Mine of Merls "Hani I Elezit" 5.21 Amet B. Republic of
Kosovo
Jonuz M. Nexhmi K. Semijal A. Navid Allahverdi USA Two and Three Dimensional Numerical Analysis for Soft Ground
Tunneling 5.22 Verya Nasri M. Al Heib France Understanding Sinkhole Consequences on Masonry Structures using Large
Small-Scale Physical Modeling 5.23 M. Caudron
Jiro Takemura Japan Alternative Excavation Process for Slopes with a Potential Failure Plane: Case Study for the Mae Moh Open-Pit Lignite Mine of Thailand 5.24 (withdrawn)
Mohammad Hossein Khosravi Thirapong Pipatpongsa Prajuab Doncommul Thailand SESSION 6a Case Histories on Soil Property Improvement; Expansive and Collapsible Soils for Earthquake Mitigation Use of Lightweight Materials; Application of Geo-Synthetics; Effects and Risks of Foundations in Freshly Loaded Filled Ancient Marshy Lands; Vanished Ports such as Alexandria, Puri-Mahabalipuram and Other Unknown; Site Characterization Abiel Ngusse Ethiopia Correlation of Swelling Pressure with Index Properties of Expansive Soils
(Case Study Arba Minch Town) 6.01a Ahmed J. AlFalahi Iraq Effect of Drying and Remolding on Undisturbed Expansive Soil in
Baghdad on Swelling Characteristics 6.02a Kawkab H. S. AlRawi Raddi AlZubaidi Tapash Kumar Roy India Study The Performance of Alluvial Soil with Addition of Laterite And
Lime by UCS Test 6.03a Hooman Ramimi Iran Stabilization and Reinforcement of Slope with Geogrid: A Case Study
6.04a Javad Nazari Afshar Khashayar Hemmati SeyedVahid Masoomi V. Gobinath India Performance of Lightweight Materials with Geogrid Reinforcement in
Pavements 6.05a V. K. Stalin Sao-Jeng Chao Taiwan Performance Study of GRSRS with Seismic Simulation 6.06a Konstantinos Stamatopoulos Greece Improvement of Dynamic Soil Properties Induced by Preloading Verified
by a Field Test and Embankment Failure 6.07a Lydia Balla Petros Petridis Ali Ghanbari Iran A Laboratorial Study on the Behavior of Rockfill Materials using Large
Scale Tests 6.08a Amir Hossien Sadeghpour Hadi Mohamadzadeh O. Al Hattamleh Saudi Arabia An Assessment of Soil Collapsibility due Dissolution of Salts 6.09a Baziar Mohammad Hasan Iran Application of Nanomaterial to Stabilize a Weak Soil 6.10a Mirkazemi Seyed Mohammad Seyedi Gelsefidy Seyed
Alireza
Javad Nazari Afshar Iran Bearing Capacity of Geosynthetic Reinforced Stone Column: Experimental
Study 6.11a Khashayar Hemmati Mahmoud Ghazavi Beena K. S. India Case Studies on Application of Coir Geotextiles for Soil Stabilization
6.12a Baleshwar Singh India Case Study on Geotechnical Investigation to Assess Subsurface
Stratigraphy for Underground Construction 6.13a V. Vinot
Emre Biringen USA Correlation between Vs and RQD for Different Rock Types 6.14a John R. Davie Bob Cote USA Design and Construction of Compaction Grouting for Foundation Soil
Improvements 6.15a Heidi P. Disla King H. Chin Argaw Asha India Dynamic Properties of Stabilized Subgrade Clay Soil 6.16a N.R. Patra Javad Nazari Afshar Iran Experimental Investigation on Equivalent Shear Strength of Unit-Cell
Concept in Stone Columns Reinforced Grounds 6.17a Andreas Anagnstopoulos Greece Soil Improvement via Dynamic Compaction in Loose Granular Deposits; a
Comparison between Results from Conventional and Recent Improvement Methods 6.18a
Apostolos V. Kozompolis Panos Vettas George Chlimintzas Anton Chirică Romania Foundations Conditions Study for Aeolian Power Units on Soft Soils under
Static and Seismic Loads. Case Study 6.19a Sorina Constantinescu Viorel Constantinescu Virgil Iaţica Behzad Pourhadi Lahiji Iran Freeze-Thaw Cycles on CBR Values of Stabilized Silty Soils (Karaj
Railway Case Study) 6.20a Reza Ziaie Moayed Younes Daghigh Nico Sutmoller USA Geofoam - A Lightweight Fill Alternative 6.21a
Curt Basnett USA Ground Improvement and Settlement Monitoring Program for a Power Plant Project 6.22a
John Lee Ravee Raveendra Robert Howard Roy Snover Yoga Chandran Brian Metcalfe USA Innovative Ground Improvement for Liquefaction Control near Charleston,
South Carolina 6.23a Kenneth Zur Kord Wissmann Carlos Fuentes USA Performance of Tanks Supported on DMM Columns in the Gulf Coast:
Hydrotest Monitoring and Settlement Analysis 6.25a Fernando Parra Mahi Galagoda Pramod Rao Ahmad Dehghanpoor Italy Response of Piles under a Combination of Axial Static Loads and Lateral
Harmonic Vibrations 6.26a Ioan Boţi Romania Selection Activity Optimisation for Geotextile-Ash System from Filtration
Function Point of View 6.27a Livius Taloș Raluca Ioana Chirică Bret Lingwall USA Settlement of a Buried Gas Pipeline Adjacent to Large Embankment
Construction - A Case History in Settlement Mitigation Using Lightweight Fill 6.28a
Scott Anderson Hamid Fallah USA Static and Cyclic Triaxial Testing of a Compacted Limestone Rockfill
6.29a Arup Bandyopadhyay India Strength and Deformability of Strong and Weak Sandstone - A
Comparative Study 6.30a Hasan Abdullah Dr. K. R. Biyani India Study Typical Characteristics of Expansive Subgrade with Geotextiles and
Cushion Materials 6.31a Lect. L. S. Thakur Vaishali S. Gor Amir Hossien Sadeghpour Iran The Investigation of Salinity Effects on Behavioral Parameters of Fine-
Grained Soils 6.32a Hadiseh Mansouri Rassoul Ajalloeian
Tang Xian-yuan China Treating the Expansive Soil Subgrade on the Goaf of Middle-Shallow Layer by Dynamic Compaction with Geogrid Reinforcement 6.33a
Yang He-ping Yin Jin-tao Zhang Bin Sri Atmaja P. Rosyidi Indonesia WSASW Application for Soil Dynamic Properties in Soft Clay Soil
Investigation at Kelang, Malaysia 6.35a Amir M. Halabian Iran An Experimental Study on Dynamic Behavior of Amino-Based Resin
Grouted Sands 6.36a Arian Shakibzadeh Sridhar Nannapaneni USA Building a State-of-the-Art Composting Facility on a Dry Lake Bed in
Central California - Geotechnical Design Challenges 6.37a (withdrawn) Suji Somasundaram James R. Gingery USA Compaction Grouting for Seismic Retrofit of the North Torrey Pines
Bridge 6.38a Sunil Arora Sajjad Abdolalizadeh Iran Laboratory Tests and Numerical Evaluation on Reinforced Stone Columns
6.39a Vahab Toufigh USA Mohab Sabry USA Offshore Stone Columns under Embankment with Embedded Pipes 6.40a Mohmed A. Mostafa Egypt Judd J. King USA Reducing Static Settlement Potential Using Prefabricated Wick Drains - A
Case History 6.41a Anil Bhandari USA SPT Rig Energy Calibrations: One Company's Perspective 6.42a Craig S. Skiles Edward L. Hajduk Jackson C. Gosnell Joseph E. Baka USA Settlements due to Pre-Loading with Drainage Wicks 6.43a Mahi Galagoda Mark J. Wahler Shailendra Nagrikar India Study of Extent of Soil Improvement by Employing Vibro-Compaction
Technique 6.44a Tejas Belani Pramod Rao USA Targetted Ground Engineering, Design Development and Execution of
Foundation Concept for a Gas Processing Facility 6.45a Reda Moulai-Khatir Alec McGillivray USA Foundation Seismic Mitigation Using Cast-In-Place Ground Improvement
Elements (CGE) 6.46a (withdrawn) Neil Anderson Ronaldo Luna
Apoorva Agarwal India Seismic Bearing Capacity of Strip Footing Resting on Reinforced Earth
Bed 6.47a S. Mukerjee Swami Saran Gennadii Boldyrev Russia Soil Property Improvement Using Slag Binder 6.49a Ily Idrisov P. B. Ullagaddi India Investigation on Geosynthetic Reinforced Two Layered Soil System 6.50a T. K. Nagaraj SESSION 6b Case Histories on Geo-environmental Problems, including Soil and Groundwater Contamination, Geotechnical and Hydrological Management and Remediation of Solid, Hazardous and Low-Level Radioactive Wastes, Bioreactor Landfills, Landfill Liner and Cover Systems, Landfill Closure and Brownfield Redevelopment Krishna R. Reddy USA Dynamic Properties of Municipal Solid Waste in Orchard Hills Bioreactor
Landfill 6.02b Philip J. Carpenter Chavdar Kolev Bulgaria Caverns in the Ground under Thermal Power Plant Caused by Static
Electricity and Chemically Aggressive Water 6.03b Amin Falamaki Iran Stabilization of Contaminated Soil by Dicalcium Phosphate 6.04b Hossein Tavallali Sharbanoo Rezanejad
Farahmand
Daissy Rodriguez Bedoya Brazil Estimative of Pollutant Transport Parameters of a Brazilian Tropical Soil
by Back-Analysis of a Dump Site Subsoil Contamination 6.05b Maria Eugênia Gimenez Thiago Villas Bôas Zanon Cuneyt Gokmen USA Filter and Drainage System Optimization for Coal Combustion Residuals
6.07b James Mahar USA Use of Porous Concrete and Scoria Bases to Clean Groundwater Recharge
6.08b Kevin Harker Larry P. Jedede USA Ground Improvement for Redevelopment of Former Landfill 6.09b Timothy H. Bedenis Filippo Ciuffi Italy Groundwater Circulation Model for Discovering Environmental
Contamination of Springs 6.10b Noor Hussain Pakistan Impacts of Drain Water on Soils and Crops and it Causes: A Cause Study
of Kamber Taluka, Sindh Pakistan 6.11b
Navid H. Jafari USA Reliability and Performance of Landfill Liner Systems 6.12b Timothy D. Stark C. H. Hettiarachchi USA A Comprehensive Model for Anaerobic Degradation in a Bio-Reactor
Landfills 6.13b Jay N. Meegoda P. A. Hettiaratchi S. Bhuvaneshwari Hiroshi Yokota Japan Arsenic Contamination of Groundwater at the Middle Basin of Ganges in
India 6.15b Kenichi Ito Koichiro Shiomori Mitsuhiro Sezaki Shigeki Tomomatsu Yasunori Yano Edward Kavazanjian USA Closure and Post-Closure Redevelopment of a Hazardous Waste Site
6.16b Jamshid Sadrkarimi Iran Geotechnical Data Analysis for Investigation the Capability of Soil
Liquefaction Based on "Idriss - Boulanger" Method. Case Study: The Tabriz Metro Line 2 6.17b
Mahyar Babazadeh Mikail YousefzadehFard Naveen. B. P. India Physico-Chemical Characterization of Municipal Solid Waste 6.18b Sitharam. T. G. Sivapullaiah. P. V. SESSION 7a Case Histories on Application of Geotechnics to Railway Engineering and to Rail Track Modernization; Highway and Road Embankments/Transportation Systems Paul Nowak UK M74 Motorway, Glasgow – Geotechnical Aspects of Design and
Construction 7.01a Chris Barker Canada Geotechnical Engineering the A30 PPP Project, Montréal Canada 7.02a Richard Deakin Robert Talby Romeo Ciubotariu Paul Quigley Ireland Alan Phear UK Andy Dodds USA
Luljeta Bozo
Albania
Seismic Refraction Data and the Dangerous Phenomena’s in Bypass Vlora Road 7.03a
Skender Allkja
Abhijit R. Sheth USA Two-Tier Retaining Wall System to Support Railroad Embankment Widening 7.05a
Ara G. Mouradian Craig M. Benedict John Brun David-West Mayne Nigeria Alignment and Design of 73-KM Long Coastal Road in the South-Central
Segment of the Niger Delta, Nigeria 7.06a Nathaniel Iboroma So-ngo Clifford Teme Dawn Edgell USA CSX Railroad Bridge Replacements 7.07a Gary F. Goodheart Matthew D. Breitenbach Jigisha M. Vashi India Relook at Foundation Design of Restructures in Indian Environment Based
on Case Study 7.08a Mahesh D. Desai Ravin M Tailor Behzad Ghadimi Australia Numerical Application of Drucker-Prager Model in Pavement Granular
Material 7.09a (withdrawn) Buddhima Indraratna Australia Performance Appraisal of Ballasted Rail Track Stabilised by Geosynthetic
Reinforcement and Resilient Mats 7.10a Cholachat Rujikiatkamjorn Pongpipat Anantanasakul Sanjay Nimbalkar AbdolHossein Fazli Iran Study on Geotechnical Properties of Pit Soils: A Case Study on a Road in
URMIA, Iran 7.11a (withdrawn) Fouzieh Roozmehr Seye Mehdi Mousavi Brendan Wright Australia Foundation Design and Construction Experience for Railway Bridges in
the Pilbara Region of Western Australia 7.12a Philip Robins Paola Mazzanti Italy Investigating the Behavior of Natural Slopes and Man Made Structures by
Terrestrial Sar Interferometry 7.13a A. Zolanvar Iran Behavior of Dispersive Soils Adjacent to Strikes (A Case Study) 7.14a M. A. RowshanZamir R. Yousefzadeh USA
SESSION 7b Monitoring of Critical Geotechnical Constructions and Open Scale Excavation (Mining), Advanced
Monitoring Techniques, Effective Monitoring Solutions, Warning Systems, Large Scale Mapping of Response (LIDAR, InSAR, etc.) for Construction Control, etc. Balla L. Greece Predicting Landslide Risk Combining Space Measurements and
Geotechnical Modeling: Application at Kerasia Slide 7.01b Parharidis I. Petridis P. Stamatopoulos C. Balla L. Greece Predicting Ground Subsidence Induced by Pumping Combining Space
Measurements and Geotechnical Modelling: Application in the Thessaly Region, Greece 7.02b
Foumelis M. Parharidis I. Petridis P. Stamatopoulos C. Islam T. Bangladesh Multi-Layer Soil Electric Resistivity Model Comparing with Two-Layer
Characterizations in Geotechnical Investigations 7.03b Chik Z. Malaysia Amir Eslami Amirabadi Iran Access Road Construction of the LARSI Building using Reinforced Earth
Walls 7.04b Atefeh Zamani Cambyse Behnia Kathleen M. Murtagh USA Case History: Monitoring of a Large Excavation Support System 7.05b
(withdrawn) Michael P. Smith Roger W. A. Howard Farzin Kalantary Iran Deep Excavation in an Urban Area: A Case Study 7.06b Mohammad Sharif Rajabi A. A. Mirghasemi Iran Effects of Archiving on Measurement of Embedded Pressure Cell in
Embankment Dam 7.07b D. Elmi André R. Koelewijn Netherlands Large Scale Monitoring of Rejected Dikes along the Dutch Coast 7.08b
(withdrawn) Simon Paul Chris Ramsey USA Rebuild of US27 (SR29) 7.09b Don Dotson Georgette Hlepas USA Wolf Creek Dam Instrumentation & Monitoring 7.10b
SESSION 8a Case Histories on Forensic Geotechnical Engineering, Where Things Went Wrong; Reliability of Codes;
Risk Analysis Pertaining to Public Structures, Non-Destructive Evaluation and Load Testing of Drilled Shafts, Auger Cast Piles and Driven Piles; and Damage Evaluation; Advance Information, Systems in the Geotechnical Risk Predication and Assessment Kashkooli Iran Prediction of Uplift Pile Displacement Based on Cone Penetration Tests
(CPT) Using Machine Learning Models 8.01a A. Saeedi M. H. Baziar Chih-Hsin Hu Taiwan
R.O.C. Unknown Conditioning Inspection on Bridge Foundations 8.02a
Helsin Wang Helsin Wang Taiwan
R.O.C. A Geotechnical Investigation on Scoured Foundations 8.03a (withdrawn)
E. Echeverrìa Valiente Spain A Good Diagnostic is Need. Analysis Cases of a False Landslide in Spain
8.04a F. Celis D'Amico Fernando da Casa Martin Petr Koudelka Czech
Republic Case of Ultimate Limit State Design and Eurocode 7-1 8.05a
Kamal Bahrin Jaafar Malaysia Collapsed of Highland Towers, Selangor, Malaysia: A Case History 8.06a Suhaimi Jamaludin Haluk Akgün Turkey Evaluation of Seismic Source Models for PHSA of the Eastern Marmara
Region after the 1999 Earthquakes (Mw= 7.4 and 7.2) and Comparison with the Newly Developed Seismic Source Model 8.07a (withdrawn)
Mustafa Kerem Koçkar Selim Cambazoğlu Aaron Cohen USA Geotechnical Forensic Investigation of Observed Cracks on a Building in
Tallahassee, Florida 8.08a David Riotte Kwasi Badu-Tweneboah Rachel Klinger Rutuparna Joshi J. Clausen Denmark Probabilistic 3D Model of an Offshore Monopile Foundation Reliability
Based Approach 8.09a J. D. Sørensen L. B. Ibsen L. V. Andersen M. J. Vahdatirad
Sarfraz Ali Africa Forensic Geotechnical Distress Evaluation of Damaged Buildings in Alluvial-Loessic Soils; A Case History 8.10a
Haider-Shehryar Pakistan Abdul Qudoos Khan Manzoor Hussain Mathur, Mudit India A Non-Destructive Damage Evaluation of Archeological Monuments
Using Remote Sensing and Photogrammetry 8.11a Singh, Kunal Kumar Thakur, Praveen Berrak Teymur Turkey Behaviour of Laterally Loaded Piles 8.12a Zeynep Şekerer Tom Labuda USA Failure Investigation of a Helical Anchor Tie-Down System Supporting an
Olympic Size Swimming Pool Structure 8.13a W. Gene Corley Berrak Teymur Turkey Observation of Stress Distribution on Instrumented Jet Grout Columns
8.14a Kaan Doğanışık Elliott Ting UAE Preliminary and Working Pile Load Tests in Simsima Limestone 8.15a Stuart Hardy UK
Terrence Carroll USA SESSION 8b Case Histories on Health Monitoring and Retrofit of Infrastructure, including Bridges, Tunnels, and other Transportation and Geotechnical Structures, and their Effects on Existing Facilities and Buildings, and Remediation Frank Fischli Switzerland The “Westlink” Project: Ensuring Infrastructure Safety during
Construction in a Highly Sensitive Urban Environment by Combining Advanced Modeling and Monitoring Techniques 8.01b
Michael Iten Chao Yang China A Case History of Super-Large Scale Bridge Pile Foundation in Soft Soil
8.02b Guoliang Dai Weiming Gong Chi H. Park USA Ellis Island: Vibration Effects on Historic Buildings Caused by Pile
Driving 8.03b Sixto Fernandez Ram D. Singh USA Evaluation of Timber Pile Supported Marine Piers 8.04b Joel W. Rinkel USA Geotechnical Opportunities on a Fast-Track Bridge Project 8.05b
Filippo Ciuffi Italy Health Monitoring of Dams: A New Procedure Devised 8.06b John C. Niedzielski USA Micropile-Supported Wall to Resist Lateral Deflection of Existing
Railroad Bridge Abutment 8.07b Samer R. Rabab'ah