Conference Schedule* | Day Two | Parallel Sessions | Friday, June 5 All functions take place on the Convention Level, 2nd Floor 7:30 a.m. - 5:15 p.m. 7:30 a.m. - 8:30 a.m. 8:30 a.m. - 10:30 a.m. 8:40 a.m. - 9:00 a.m. 9:00 a.m. - 9:20 a.m. 9:20 a.m. - 9:40 a.m. 9:40 a.m. - 10:00 a.m. 10:00 a.m. - 10:20 a.m. Conference Registration | Grand Foyer Networking Breakfast and Exhibition | Grand Ballroom C-G and Moderator & Speaker Technical Rehearsal | Meet at Your Respective Podiums. Parallel Track A | Arch View Ballroom Parallel Track B | Grand Ballroom, Salon A Track A | Session 1: Driven Piles Moderators: Pollyanna Cunningham | ICE® - International Construction Equipment Inc.; AJ Metz, P.E. | GEI Consultants, Inc. TBA Investigations of the Bearing Behaviour of Driven Ductile Piles: Pile Load Tests and Development of an Empirical Database for the Pile Capacity Johannes Berndt and Oliver Reul, Prof. Dr-Ing. | University of Kassel Drilled Shaft Risk Mitigation through Pre-Emptive Collaboration and Strategy | Dan Brown, Ph.D., P.E., D.GE | Dan Brown and Associates, PC Grouped Pipe Pile Foundations for Massive Tidal Barrage Structure Anchored to Granite Layer | Takefumi Takuma and Masashi Nagano | Giken America Corporation Luxury Living on the Beach in Coney Island, Brooklyn: An Engineer’s Solution to Make Developer’s Dream a Reality Anastasios Papathanasiou, P.E. and Miguel Matos, P.E. | Langan 10:20 a.m. - 10:30 a.m. Session Wrap-Up and Open Discussion 10:30 a.m. - 11:00 a.m. 11:00 a.m. - 12:30 p.m. Networking Break and Exhibition | Grand Ballroom C-G Track A | Session 2: Drilled Shafts and Augered Cast-in-Place Piles Moderators: Jonathan Huff, P.E. | Goettle; Timothy Siegel, P.E., G.E., D.GE | Dan Brown and Associates, PC 11:00 a.m. - 11:20 a.m. Impact of Heave on Permanently Cased Drilled Shaft Axial Capacity in Sand | Glen Bellew, P.E. | USACE-Kansas City District 11:20 a.m. - 11:40 a.m. 11:40 a.m. - Noon Noon - 12:20 p.m. A Balancing Act – Where to Place the Bi-Directional Load Cell Christophe Locussol, P.E. and Giovanni Bonita, Ph.D., P.E., P.G. GEI Consultants, Inc. Using Thermal Integrity Profiling (TIP) to Monitor Shaft Cooling System for Large Diameter Drilled Shafts David Schoen, P.E. and Gregory Canivan, P.E. | S&ME, Inc. Reducing Risk and Conservatism in Drilled Shaft Design: A Case Study Justin Toney, P.E. | Quanta Subsurface 12:20 p.m. - 12:30 p.m. Session Wrap-Up and Open Discussion 12:30 p.m. - 1:30 p.m. 1:30 p.m. - 3:00 p.m. 1:30 p.m. - 1:50 p.m. 1:50 p.m. - 2:10 p.m. 2:10 p.m. - 2:30 p.m. 2:30 p.m. - 2:50 p.m. 2:50 p.m. - 3:00 p.m. Networking Luncheon | Gateway Ballroom 2-5 Track A | Session 3: Driven Piles Moderators: Roderic Ellman, P.E. | Mueser Rutledge Consulting Engineers; Kwabena Ofori-Awuah, P.E., ENV-SP | Koforia Inc. A Feasibility Study of Using Battered Piles for Bridge Abutment When Downdrag is Present | Shafiq Siddiqui, Ph.D., P.E.; Madan Neupane, Ph.D., P.E. | Gannett Fleming, Inc. Strength Gain Trends of Large Diameter Open-End Pipe Piles in Cooper Marl | Gregory Canivan, P.E. and David Schoen, P.E. | S&ME, Inc. Design and Installation of 48-inch Open-Ended Driven Piles for the New Champ Clark Bridge Over the Mississippi River Donald Hammond, P.E. | HNTB Design Challenges of Foundations for Coastal Cantilevered Highway Signs Under High Wind Loads | Miguel Pando, Ph.D., P.Eng. Drexel University; Carlos Rodriguez | University of North Carolina, Charlotte Session Wrap-Up and Open Discussion Track B | Session 3: Drilled Shafts Moderators: Peggy Hagerty Duffy, P.E., D.GE. | Hagerty Engineering/ADSC; Paul Axtell, P.E., D.GE | Dan Brown and Associates, PC Bi-directional Load Testing of a Load Bearing Element Using an Elliptically Shaped Super Cell | Antonio Marinucci, Ph.D., P.E., MBA | V2C Strategists LLC and Robin Mao | Ougan Group Lesson Learned from Dynamic Load Testing in Challenging Conditions | Thai Nguyen, Ph.D., P.E. and David Rancman, P.E. H2R Corporation Circular Secant Pile Access Shafts for the Ohio River Tunnel Project Stan Worst, P.E. | Schnabel Foundation Company CPT-Based Design Method for Axial Capacity of Drilled Shafts Le Doan | Tonkin and Taylor Ltd; Barry Lehane, Ph.D. | The University of Western Australia Session Wrap-Up and Open Discussion 3:00 p.m. - 3:30 p.m.: Networking Break and Exhibition | Grand Ballroom C-G | 3:30 p.m. - 5:00 p.m.: Exhibitor Break-Down | Grand Ballroom C-G 3:30 p.m. - 5:15 p.m.: All Attendees Reconvene in the Arch View Ballroom for Closing Plenary 3:30 p.m. - 5:15 p.m. 3:30 p.m. - 5:00 p.m. 5:00 p.m. - 5:15 p.m. Closing Plenary | Arch View Ballroom | Moderator: Gerald Verbeek | Allnamics Pile Testing Experts BV Panel Discussion: Horses for Courses-Pile Testing | Robert Simpson | Load Testing Consulting, Ltd.; Erik Loehr, Ph.D., P.E. | University of Missouri; Ryan Allin | Pile Dynamics; Marcel Bielefeld | Allnamics Closing Remarks | Lyle Simonton, P.E., LEED® AP | Subsurface Constructors, Inc. *Subject to Change DEEP FOUNDATIONS • MAR/APR 2020 • 29 Track B | Session 2: Helical Piles Moderators: Mark Bryant, EIT | Maclean Power Systems Civil Products Group; Gary Seider, P.E. | Hubbell Power Systems, Inc. | CHANCE® TBA High-Capacity Pressure-Grouted Helical Displacement Piles in Urban Redevelopment | Karen Dawson, P.E. | Jacobs; Tasos Papathanasiou, P.E. | Langan Geotechnical Profiling with Cone Penetrometer Testing - A Saving Grace | Justin Toney, P.E. | Quanta Subsurface Helical Pile Capacity-Torque Correlation: A More Reliable Capacity Torque Factor Based on Full Scale Load Tests Moncef Souissi, Ph.D. | Cantsink Session Wrap-Up and Open Discussion Expander Body Piles Re-Support Structure Tony Barila, P.E. and John McKinnon | Hub Foundation Co., Inc. Fusion Bonded Epoxy Coating Study for Anchor Reinforcement Peter Speier, P.E. | Williams Form Engineering Corp. Stabilization of the Historic Morton Street Bulkhead Roderic Ellman, P.E. and Dominic D’Argenzio, P.E. | Mueser Rutledge Consulting Engineers Session Wrap-Up and Open Discussion Track B | Session 1: Anchors and Micropiles Moderators: Steve Davidow, P.E., S.E., P.Eng. | Quanta Subsurface; Peter Speier, P.E. | Williams Form Engineering Corp. Installing and Testing Multi-Bar High Capacity Rock Tiedowns Steven Lowe, P.E. | Mueser Rutledge Consulting Engineers; David Sposito, P.E. | The Posillico Group Transmission Line Foundation Design Using Inclined Earth Anchors Andrew Canopy, P.E., PLS | Hanson Professional Services Inc.; Darren Ratliff, P.E. | Ameren
