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