Conference Schedule* | Day Two | Parallel Sessions | Friday, June 29 7:30 a.m. - 5:15 p.m.: Conference Registration | 5th Floor Foyer 8:20 - 10:30 a.m. 8:20 - 8:30 a.m. 8:30 - 9:00 a.m. 9:00 - 9:30 a.m. 9:30 - 9:50 a.m. 9:50 - 10:10 a.m. 10:10 - 10:30 a.m. 10:30 - 11:00 a.m. 11:00 - 12:30 p.m. 11:00 - 11:30 a.m. 11:30 - 11:50 a.m. 11:50 - 12:10 p.m. 12:10 - 12:30 p.m. 7:30 - 8:30 a.m.: Networking Breakfast & Exhibition | Salons 3-4/Lyceum Complex and 5th Parallel Session A | Salon 1, 5th Floor Welcome and Overview Moderator: Peggy Hagerty Duffy, P.E., D.GE. | ADSC/Hagerty Engineering Building Code Requirements for Cast-in-Place Deep Foundation Reinforcing Charles Grant P.E., S.E. | GEI Consultants, Inc. Effect of Permanent Casing and High-Strength Reinforcement on the Axial and Lateral Load Transfer of Drilled Shaft Foundations Antonio Marinucci, Ph.D., MBA, P.E. | V2C Strategists, LLC A Hospital Rises from the East River Saul Shapiro, P.E. | Langan Engineering Value Engineering of Reinforcement used in Large Diameter Drilled Shafts Shahid Islam, Ph.D. | Dywidag-Systems International Panel Discussion: International Bridge Conference – Moving Forward Panelists to be Announced Networking Break and Exhibition | Salons 3-4/Lyceum Complex and 5th Moderator: Tony Amis | GI Energy Floor Foyer | 7:30 - 8:20 a.m.: Speakers’ Preparation | Meet at your respective podiums. Parallel Session B |Salon 2, 5th Floor Welcome and Overview Moderator: Roderic Ellman, P.E. | Mueser Rutledge Consulting Engineers Deep Foundations in Highly Plastic Cretaceous Clay Walter Kaeck, P.E. | Mueser Rutledge Consulting Engineers Load Test Program for New Wharf in Charleston, S.C. Ryan Keiper, P.E. | Terracon Consultants, Inc. Installation of Large Diameter Precast Concrete Cylinder Piles in an Environmentally Sensitive Marine Environment Beth Howey, L.G., P.E. | HDR Engineering, Inc. Piles in Moving Ground: Pile-Induced Soil Movements and Soil-Induced Pile Movements Aaron D. Goldberg, P.E., D.GE | S&ME, Inc. Trestle Bridge Design and Construction for the Scudder Falls Bridge Replacement Sixto Fernandez, P.E. | GEI Consultants, Inc. Floor Foyer Moderator: Gary L. Seider, P.E. | Hubbell Power Systems, Inc. | Chance® Advances in Monopile Design for Offshore Wind-Are They Even Piles? Paul Doherty, Ph.D., B.E. | Gavin and Doherty Geosolutions Ltd Geothermal Heat-Exchanger Piles: First Installation in New York City-Trevor Day School Jason S. Hertz, P.E., M.ASCE | New York Concrete Corporation Corrosion Protection, Its Limitations, Applications and Advantages in the Geotechnical Field Frank Gummich, MS, MBA | SAS Stressteel Inc. The Latest Development Improving the Construction and Testing of Micro Piles and Drilled Shaft Foundations Horst K. Aschenbroich, Dipl. Ing. | Con-Tech Systems Ltd. 12:30 - 1:30 p.m. 1:30 - 3:00 p.m. 1:30 - 2:00 p.m. 2:00 - 2:20 p.m. 2:20 - 2:40 p.m. 2:40 - 3:00 p.m. Networking Luncheon | Astor Ballroom and Pre-Function, 7th Moderator: Kwabena Ofori-Awuah, P.E., ENV-SP | KCI Technologies, Inc. Floor Moderator: Steve Davidow, P.E., S.E., P.Eng. | Quanta Subsurface Verification of Installation and Performance of ACIP Piles for Bridges W. Morgan NeSmith, P.E. | Berkel and Company Contractors, Inc. DC United Soccer Stadium-Large Diameter Auger Cast Piles Christophe Locussol, P.E.| GEI Consultants, Inc. Design of ACIP Piles and Grouted Inclusions for Seismic Considerations Helen Robinson, P.E. | GEI Consultants, Inc. Failure Mechanism of Sand Compaction Piles in Sandy Strata N.AARTHI, Ph.D. | IIT Madras Division of Geotechnical Engineering Reticulated Micropiles for Preservation and Rehabilitation of Transportation Infrastructure Paul Sauco, P.E. | University of Rhode Island Hollow Bar Micropile Solution to Columbia University’s Foundation Intensive Project in Upper Manhattan Frank DiSalvo, P.E. | Moretrench-Hayward Baker JV Micropile Foundation for Lateral Support of Cellar Walls in Existing Structure Matthew Goff, P.E. | Schnabel Engineering LRFD for Micropiles-2018 Update Jonathan Bennett, P.E., D.GE | Moretrench 3:00 - 3:30 p.m.: Networking Break and Exhibition | Salons 3-4/Lyceum Complex and 5th 3:30 - 5:00 p.m.: Exhibitor Break-Down | Salons 3-4/Lyceum Complex and 5th Floor Foyer 3:30 to 5:15 p.m.: All Attendees Reconvene in Salon 1, 5th Floor for Closing Plenary 3:30 - 5:15 p.m. Closing Plenary | Salon 1, 5th Floor | Moderator: Erik Loehr, Ph.D., P.E. | University of Missouri 3:30 - 4:00 p.m. From Wetlands to Wings and a River Ran Through It ... 75 Years of Driven-Pile History at the John F. Kennedy International Airport John S. Horvath, Ph.D., P.E. | John S. Horvath Consulting Engineer 4:00 - 4:30 p.m. Site History, Settlement Mitigations and Pile Design/Construction David A. Tullis, P.E., S.E. | Skanska USA Civil NE 4:30 - 5:00 p.m. Keynote Presentation | To Be Announced 5:00 - 5:15 p.m. Closing Remarks | Mary Ellen Bruce Large, P.E., D.GE, Director of Technical Activities | Deep Foundations Institute and Andrew J. Burns, P.E., Conference Chair | Underpinning and Foundation Skanska *Subject to Change DEEP FOUNDATIONS • MAR/APR 2018 • 27 Floor Foyer An Experimental Investigation on the Cyclic Behavior of Helical Piles in Sand Cristina de Hollanda Cavalcanti Tsuha, Ph.D. | University of Sao Paulo Helical Pile Capacity to Torque Ration-A Functional Perspective Moncef Souissi | CTL|Thompson How Well Do Helical Piles Shake in Dense Sands? Results of the Seismic Shake Table Research Amy Cerato, Ph.D., P.E. | University of Oklahoma Case Histories and Testing for Two Grouted Displacement Pile Types Matthew Conte, CPC | Conte Company, LLC; James Davis, P.E. and Cassandra Wetzel, P.E. | GZA GeoEnvironmental, Inc.; and Douglas Jackson, P.E. | Posillico, Inc.
