Coronado, Californiain partnership with

’17

2017Conference Schedule

Loews Coronado Bay Resort

June 14-16, 2017

Committee/Working Group Meeting Schedule4:00 pm - 5:00 pm

Driven Pile | SovereignDrilled Shafts | CambriaMarine Foundations | Brittania

4:00 pm - 5:30 pm

Helical Piles and Tiebacks | Aurora

• Refreshments will be Served •

5:00 pm - 6:00 pm

Testing and Evaluation | Sovereign

Seismic & Lateral Loads | Cambria

Augered Cast-in-Places Piles | Brittania

5:30 pm - 6:30 pm

Manufacturers, Suppliersand Service Providers | Aurora

Conference Schedule* | Day One | Plenary | Thursday, June 15

Conference Schedule* | Pre-Conference | Wednesday, June 14

7:30 - 8:30 am Electric Power System Foundations Working Group | Cambria, 2nd Floor

Conference Registration | Commodore Atrium, 1st Floor

Speakers’ Preparation |Commodore Ballroom AB, 1st Floor

Networking Breakfast and Exhibition | Commodore Ballroom Foyer/CDE, 1st Floor

8:30 - 10:10 am Opening Plenary |Commodore Ballroom AB, 1st Floor

8:30 - 8:40 am Conference Welcome | Theresa Engler, DFI Executive Director; and Ben Vance, P.E., SuperPile ’17 Conference Chair8:45 - 9:40 am Osterberg Memorial Lecture: Lessons (Re)learned from Geotechnical Failures

Dr. Richard Finno, P.E., D.GE | Northwestern University9:45 - 10:15 am Driven Displacement Pile Ground Improvement for Liquefaction Mitigation

Armin W. Stuedlein, Ph.D., P.E. | Oregon State University

10:15 - 10:40 am Networking Break and Exhibition | Commodore Ballroom Foyer/CDE, 1st Floor

10:45 - 12:10 pm Moderator: Ben Vance, P.E. | Strata and Chair, DFI Driven Pile Committee

10:45 - 11:10 am Working Platforms - A DFI Multi-Committee Topic: Concepts, Comments on Worldwide and US Approach, Examples andConsideration Going Forward | Matthew E. Meyer, P.E., D.GE | Langan and Martin G. Taube, P.E., P.G. | Menard USA

11:15 - 11:40 am Working Platforms for Large Rotary Foundation Drilling Rigs - Engineering for SafetyRichard Marshall, CHST | ADSC and Terence P. Holman, Ph.D., P.E. | Turner Construction Company

11:45 - 12:10 pm Causeway and Working Platform Design, Construction, and Instrumentation for TH 53Jeff Segar, P.E., S.E. | Braun Intertec

12:15 - 12:55 pm Networking Luncheon | Constellation Ballroom AB, 2nd Floor

1:00 - 1:40 pm Ben C. Gerwick Inspired Innovations | Commodore Ballroom AB, 1st Floor

Overview of the DFI Educational Trust | Roderick Ellman, P.E., Mueser Rutledge Consulting Engineers | Chair, Marine Foundations Committee

Introduction of Award and Recipient | Jack Gerwick, P.E., COWI North America, Inc.

Ben C. Gerwick's Inspired Innovation | Robert B. Bittner, P.E. | Bittner-Shen Consulting Engineers, Inc.

1:45 - 3:10 pm Moderator: Richard Marshall, CHST | ADSC

1:45 - 2:10 pm Construction Risks Associated with Drilled Displacement Columns |Martin D. Larisch, Ph.D. | Brian Perry Civil

2:15 - 2:40 pm Design for Safety for Deep Foundations and Earth Retention | Richard Marshall, CHST | ADSC

2:45 - 3:10 pm Safety Issues for Deep Foundation Integrity Testing and QA/QC ProgramsBernard H. Hertlein, FACI, M.ASCE | GEI Consultants, Inc.

3:15 - 3:40 pm Networking Break & Exhibition | Commodore Ballroom Foyer/CDE, 1st Floor

3:45 - 5:30 pm Moderator: Paul Axtell, P.E., D.GE | Dan Brown and Associates and Chair, DFI Drilled Shaft Committee

3:45 - 4:10 pm Seismic Design Overview | Kwabena Ofori-Awuah, P.E., ENV-SP, KCI Technologies, Inc.

4:15 - 4:40 pm Rock-Socketed Pile Shear | Anne Lemnitzer, Ph.D. | University of California, Irvine, and Benjamin Turner, Ph.D., P.E. |Dan Brown and Associates

4:45 - 5:10 pm Optimization of Deep Foundation Design & Construction through Establishment of Site-Specific Ultimate Foundation Capacities | Seth H. Hamblin, P.E. | GZA GeoEnvironmental, Inc.

5:15 - 5:30 pm Closing Remarks

5:30 - 7:30 pm Networking Reception and Exhibition | Commodore Ballroom Foyer/CDE, 1st Floor *Subject to Change

8:00 am - 12:00 pm DFI Educational Trust Board Meeting | Sunset, 1st Floor12:00 pm - 5:00 pm DFI Executive Committee Meeting | Sunset, 1st Floor3:00 pm - 6:00 pm Conference Registration

Commodore Atrium, 1st Floor4:00 pm - 6:30 pm Committee/Working Group Meetings

Sovereign, Cambria, Brittania, Aurora – 2nd Floor

4:00 pm - 8:00 pm Exhibitor Set-UpCommodore Ballroom Foyer and CDE, 1st Floor

6:00 pm - 8:00 pm WiDF Networking Reception | Marina Terrace, 1st Floor

Day at-a-Glance

DRIVEN PILES AND GROUND IMPROVEMENT

Welcome and OverviewModerator: Rick Walsh, P.E. | Hayward Baker, Inc.

New Technology CenterFrederick Brinker, P.E. | Pennoni Associates

Pile Group Effects and Soil Dilatancy at the FortLauderdale International AirportDavid Rancman, P.E. | H2R Corp

No Holding Back: Innovative Approach to SiteRemediation Utilizes Driven Pile Bulkhead to AllowRemoval of Contaminated Soils Along DetroitRiverfront | James K. White, P.E. | Wade Trim

Pile Supported Load Transfer Platform SupportsWastewater Treatment Plant Over Soft ClayMatthew Page, P.E. | GZA GeoEnvironmental, Inc.

Parallel Session A | Commodore AB, 1st Fl.

Moderator: Gary Seider, P.E. Chair, DFI Helical Piles and Tiebacks CommitteeTransfer Behavior of Full-Scale InstrumentedHelical Piles | Kristen Tappenden, PEng City of Edmonton Transportation Department andEhsan Abazari, Ph.D, PEng | Natural Resources Engineering Facility

Installation and Performance of Continuous HelicalDisplacement (CHD) Piles in London ClayChris Oram, BSc MSc FGS and Jonathan Ball Roger Bullivant Limited

Helical Screw Piles Seismic PerformanceYasser Abdelghany, Ph.D., P.Eng. | Ministry of Transportation and Infrastructure

Design of Grillage and Helical Pile Foundation forLimited Access Transmission LineJason Herron, P.E. and Benjamin Jennings, E.I.T. Hubbell Power Systems, Inc.

Conference Schedule* | Day Two | Parallel Sessions | Friday, June 16

Parallel Session B: TESTING AND EVALUATION AND DESIGNModerator: Seth H. Hamblin, P.E. l GZA Geoenvironmental, Inc.Bonner Bridge Replacement: Innovative Method to Field Verify Post-Scour Axial Resistance of Jetted and Driven Pile Foundations underSignificant Scour Conditions in Outer Banks of NCBeth Howey, LG, P.E. and Mike Batten, P.E. | HDR, Inc.

Static Pile Loadings Using Fiber Optics High Spatial Resolution StrainMeasurementsAnne Kindler, Dr.-Ing and Karolina Nycz, M.Sc | Stump

Optimizing the Design of Driven Pile Foundations with InstrumentedStatic Load TestsPeter Narsavage, P.E. | E.L. Robinson Engineering

Marine Wharf Piles of the “Greatest Generation’s” Military Machine StillServing on the Pacific Coast | Brian O'Neill, P.E., G.E. | Kleinfelder, Inc.

Parallel Session A: DRIVEN PILES, DRILLED SHAFTS AND MICROPILESModerator: Charles Braun, P.E. | Williams Form Engineering CorporationFoundations for the Ice District Towers E and A in Edmonton (Alberta)Allan Bowers | Bauer Foundations Canada

Pressed-In Sheets, Secant Piles, and Micropiles used for Bay-front Mixed-Use Development in Newport Beach, Ca.Takefumi Takum | Giken America Corp.; Russell Lamb, P.E. | Stoney-Miller Consultants, Inc.and Christopher DellAringa | Blue Iron, Inc.

Load Transfer Mechanism of Micropiles in Weathered RockAudai Theinat, E.I.T., Ph.D. Student | Purdue University

Tapered Piles Driven in Variable and Aggressive Soils Matthew Riegel, P.E. | HTNB Corporation

Networking Break and Exhibition | Commodore Ballroom Foyer/CDE, 1st Floor

Networking Luncheon and Exhibition | Bay Terrace and Commodore Ballroom Foyer/CDE, 1st Floor

SAFETY

Welcome and OverviewModerator: Peggy Hagerty Duffy, P.E., D.GE ADSC Technical Advisor

Research Needs for Safe Lifting and Handlingof Rebar Cages for Drilled ShaftsVincent A Siefert, P.E. | Siefert Associates, LLCAhmad Itani, Ph.D., P.E. | Univ. of Nevada, Reno

Helical Pile Installation and SafetyMatthew Houliston, P.E. | Magnum Piering, Inc.

Dedicated Drill Rig SafetyRichard Marshall, CHST | ADSC Director of Safety

AUGERED CAST-IN-PLACE AND DRILLEDDISPLACEMENT PILES

Welcome and OverviewModerator: Morgan NeSmith, P.E. Chair, DFI Augered Cast-in-Place Pile Committee

Underpinning of a City Street, with CAP,Stockholm, SWE | Tanja Bojovic, M. Sc. Civil Eng.Golder Associates

Ground Treatment for a ½ Mile Long Iron OxideStorage Building on Floating Foundations inTexas Coastal SedimentsAllen Cadden, P.E., D.GE, F.ASCE | Schnabel Engineering

Installation and Performance of M-PileDisplacement PilesStephen E. Wilson, RPG | M-Pile Sales, LLC

TIP Testing of Auger Cast and Micro PilesMatthew Silveston, P.E. | Terracon

Parallel Session B |Constellation A, 2nd Fl. Parallel Session C | Constellation B, 2nd Fl.

7:30 am - 5:00 pm: Conference Registration | Commodore Atrium, 1st Floor7:30 - 8:30 am: Networking Breakfast & Exhibition | Commodore Ballroom Foyer/CDE, 1st Floor | Speakers’ Preparation | Meet at Your Respective Podiums

12:05 - 1:05 pm

1:10 - 2:25 pm

1:10 - 1:25 pm

1:30 - 1:45 pm

1:50 - 2:05 pm

2:10 - 2:25 pm

8:30 - 10:05 am

8:30 - 8:40 am

8:45 - 9:00 am

9:05 - 9:20 am

9:25 - 9:40 am

9:45 - 10:05 am

10:10 - 10:40 am

10:45 - 12:00 pm

10:45 - 11:00 am

11:05 - 11:20 am

11:25 - 11:40 am

11:45 - 12:00 pm

Moderator: Rick Marshall, CHST | ADSC

Driven Pile SafetyRichard Marshall, CHST | ADSC Director of Safety

Basic Mobile Crane SafetyRichard Marshall, CHST | ADSC Director of Safety

Moderator: Rick Ellman, P.E. Chair, DFI Marine Foundations CommitteeSpecific Quality Aspects of the 360ft DeepDrilled Shaft Installation at Jeddah TowerKarsten Beckhaus, Dr.-Ing. | BAUER Spezialtiefbau GmbHBob Faulhaber, P.E. | BAUER Foundation Corp.

Installing Large Diameter Drilled Shafts on aPostage StampRaymond Fassett | Condon-Johnson & Associates

Dulles Metrorail/Silver Line (Phase 2) Drill ShaftLoad Testing ProgramWilliam Billiet, P.E. | Schnabel Engineering

Yucca Loma Bridge Drilled Shaft FoundationPilesRick Walsh, P.E., G.E. and Chuck Danache Hayward Baker, Inc.

3:05 - 5:15 pm Closing Plenary: DRIVEN PILES & DRILLED SHAFTS | Commodore AB, 1st Floor | Moderator: Kwabena Ofori-Awuah, P.E., ENV-SP | Chair, DFI Seismic & Lateral Loads Committee3:05 - 3:30 pm Contrasting Design of Single Piles and Small Pile Groups to the Design of Wide Pile Foundations | Bengt H. Fellenius, Ph.D., P.E., Dr. Tech, P.Eng, Consulting Engineer3:35 - 4:00 pm Noise Attenuation Effectiveness and Potential Safety Benefits of New Double Walled-Pile Technology | Per Reinhall, Ph.D. | University of Washington, Dept. of Eng.

Julie Hampden, MMA | Marine Construction Technologies4:05 - 4:30 pm Development of a Design Guideline for Bridge Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading | Arash Khosravifar, Ph.D., P.E. | Portland State Univ.4:35 - 5:00 pm EFFC-DFI Tremie Concrete Project | Peter Faust | Malcolm Drilling Company, Inc.5:05 - 5:15 pm Closing Remarks | Theresa Engler, DFI Executive Director

2:30 to 3:00 pm: Networking Break and Exhibition | Commodore Ballroom Foyer/CDE, 1st Floor3:00 to 5:00 pm: All Attendees Reconvene in Commodore Ballroom AB, 1st Floor for Closing Plenary Session

3:00 to 5:15 pm: Exhibitor Break-Down | Commodore Ballroom Foyer/CDE, 1st Floor

*Subject to Change