7:30 a.m. - 5:15 p.m. 7:30 a.m. - 8:30 a.m. 7:30 a.m. - 8:20 a.m. Conference Schedule* | Day Two | Parallel Sessions | Friday, May 3 Conference Registration | 2nd Floor Foyer Networking Breakfast and Exhibition | Grand Ballroom A/B, 2nd Speakers’ Preparation | Meet at your respective podiums 8:20 a.m. - 10:30 a.m. Parallel Session A | Grand Ballroom D, 2nd 8:20 a.m. - 8:30 a.m. Welcome and Overview 8:30 a.m. - 10:30 a.m. Session A1: Driven Piles Moderators: Pollyanna Cunningham | ICE® Floor - International Construction Equipment, Inc. and Sixto Fernandez, P.E. | GEI Consultants, Inc. 8:30 a.m. - 9:00 a.m. Yellowstone Pelican Creek Bridge Static Pile Load Test Kathryn Petek, Ph.D., P.E. | Shannon & Wilson, Inc. and Brian Collins, P.E. | Western Federal Lands Highway Division 9:00 a.m. - 9:30 a.m. 9:30 a.m. - 9:50 a.m. Comparison of Theoretical vs. PDA Measured Axial Resistance for Jetted and Driven 36 inch Square Prestressed Concrete Piles Beth Howey and Mike Batten, P.E. | HDR Engineering, Inc. Benefits of Using Driven Piles for a Major Commuter Rail Bridge Hisham Sarieddine, P.E. | Shannon & Wilson, Inc. 9:50 a.m. - 10:10 a.m. Eisenhower Bridge North Abutment Settlement A Case History of Pile Downdrag | Steve Olson, P.E. | HDR Engineering, Inc. 10:10 a.m. - 10:30 a.m. Sheet Pile Load Tests for Storm Surge Wall Design Cheng Lin, Ph.D. | University of Victoria, Canada and Guoming Lin, Ph.D., P.E. | Terracon Consultants, Inc. 10:30 a.m. - 11:00 a.m. Networking Break and Exhibition | Grand Ballroom A/B, 2nd Floor 11:00 a.m. - 12:30 p.m. Session A2: Seismic and Lateral Loading of Foundations Moderators: Kwabena Ofori-Awuah, P.E., D. GE, ENV SP | KCI Technologies, Inc. and Arash Khosravifar, Ph.D., P.E. | Portland State University 11:00 a.m. - 11:30 a.m. Seismic and Lateral Loads Soil-Structure Interaction for Deep Foundation Design – An Overview Kwabena Ofori-Awuah, P.E., D. GE, ENV SP | KCI Technologies, Inc. 11:30 a.m. - 11:50 a.m. Design Guidelines for Pile Foundations Subjected to Liquefaction- Induced Lateral Spreading | Arash Khosravifar, Ph.D., P.E. | Portland State University 11:50 a.m. - 12:10 p.m. Finite Element Models of Soil-Pile interaction Using Embedded Interaction Surface Elements | Alborz Ghofrani, Ph.D. and Pedro Arduino, Ph.D. | University of Washington 12:10 p.m. - 12:30 p.m. Seismic Analysis and Ground Improvement Design for the PCT Marine Terminal at the Port of Alaska | Samuel Christie and Gurpreet Bala, Ph.D., P. Eng | COWI North America 12:30 p.m. - 1:30 p.m. Networking Luncheon | Grand Ballroom C, 2nd 1:30 p.m. - 3:00 p.m. 1:30 p.m. - 2:00 p.m. 2:00 p.m. - 2:20 p.m. 2:20 p.m. - 2:40 p.m. 2:40 p.m. - 3:00 p.m. Floor Session A3: Special Topics Moderator: Armin Stuedlein, Ph.D., P.E. | Oregon State University Design Challenges – Temporary Work Platforms/Trestles Rasim Tumer, P.E. and Mark Champagne, P.E. | GZA GeoEnvironmental, Inc. Freezeback and Curing Temperature Monitoring of Grouted Piles in Permafrost | Oliver Hoopes, P.E. | Shannon & Wilson, Inc. Exploring Alternatives for Increasingly Larger Wind Turbine Foundations | Benjamin Stroyer and David Frink | IDEAL Group The Application of Wireless Data Transmission and Monitoring Equipment in Pile Monitoring Practice | Marcel Bielefeld | Allnamics Pile Testing Experts and David Tara | Thurber Engineering B3: Helical Piles and Tiebacks Moderator: Howard Perko, Ph.D., P.E. | Magnum Piering, Inc. Design Recommendations for Helical Pile Anchorages subjected to Cyclic Load Reversals | Serhan Guner, Ph.D., P.Eng and Sundar Chiluwal, MS Candidate | University of Toledo, Ohio 1g Shake Table Model Tests on Dynamic Response of Helical Piles in Dry Sands | Ramin Motamed, Ph.D., P.E. and Milad Jahed Orang | University of Nevada, Reno High Capacity Grouted Helical Piles: A Series of Installation and Load Test Programs | Scott Slaughter, P.E. | APTIM; Howard Perko, Ph.D., P.E. | Magnum GeoSolutions; and Travis Parker | Cajun Industries Nondestructive Testing and Augmentation for Energized Transmission Tower Foundations | Rakesh Khan, P.E., CWI and Ladson Brearley, P.E. | FDH Infrastructure Services 3:00 p.m. - 3:30 p.m.: Networking Break and Exhibition | Grand Ballroom A/B, 2nd 3:30 p.m. - 5:00 p.m.: Exhibitor Break-Down | Grand Ballroom A/B, 2nd Floor 3:30 p.m. - 5:15 p.m. Closing Plenary | Grand Ballroom D, 2nd 3:30 p.m. - 5:15 p.m.: All Attendees Reconvene in Grand Ballroom D for Closing Plenary Floor | Moderator: Gerald Verbeek, MSc | Allnamics Pile Testing Experts BV 3:30 p.m. - 5:00 p.m. Panel Discussion: DLT vs RLT + Integrity Testing 5:00 p.m. - 5:15 p.m. *Subject to Change Closing Remarks | Dominic Parmantier, P.E. | Condon-Johnson & Associates and Armin Stuedlein, Ph.D., P.E. | Oregon State University Floor Session B2: Augered Cast-in-Place Piles Moderators: John Huff | Goettle and Steve Davidow, P.E., S.E., P.Eng | Quanta Subsurface Achieving Partial Pile Fixity – A Discussion on Design and Modeling of Foundation Systems Subject to Complex Loading Christophe Locussol, P.E. and Giovanni Bonita, P.E., P.G., Ph.D. | GEI Consultants, Inc. Lateral Load Capacity and p-y Curves of Augercast Piles in Estuarine Deposits | Sixto Fernandez, P.E. | GEI Consultants, Inc. Micropiles for Electric Distribution Structures in Steep, Rugged Terrain | JT McGinnis, P.E., P. Eng | Quanta Subsurface Micropile Underpinning Through Acidic Purifier Refuse in a Karstic Environment | Hannah Iezzoni, P.E. and Jesus Gomez, P.E., D.GE, Ph.D. | GEI Consultants, Inc. Floor (Exhibits are open until 3:30 p.m.) Parallel Session B | Willow, 2nd Floor Welcome and Overview Session B1: Drilled Shafts Moderator: Paul Axtell, P.E., D.GE | Dan Brown and Associates, PC Installation of 3.3m diameter by 250 ft deep CIDHs in Soft Clay Using Rotator/Oscillator on Trestle | Pirooz Barar, S.E., M. ASCE and Babk Mamaqani, Ph.D., P.E. | PB&A, Inc. Caltrans - East Roseville Viaduct Widening Project Chuck Danache and Rick Walsh, P.E., G.E. | Hayward Baker, Inc. Deep Water Shafts: A Unique Approach Kevin Buch, P.E. | Walsh Construction Co. Innovative Bi-Directional Testing of Drilled Shafts using Super-Cells: Hong Kong-Zhuhai-Macao Bridge | Antonio Marinucci, Ph.D., MBA, P.E. | V2C Strategists LLC and Robin Mao | Ougan Group Estimation of Shear Demands on Rock-Socketed Drilled Shafts Subjected to Lateral Loading | Long Chen, Ph.D. and Pedro Arduino, Ph.D. | University of Washington
