May/June 2022 - 30

Conference Schedule* | Day Two | Parallel Sessions | Friday, June 17
All functions take place on the 2nd
Floor, Convention Level
7:30 a.m. - 12:00 p.m.
7:30 a.m. - 8:30 a.m.
8:30 a.m. - 10:20 a.m.
8:30 a.m. - 8:55 a.m.
8:55 a.m. - 9:20 a.m.
9:20 a.m. - 9:45 a.m.
9:45 a.m. - 10:10 a.m.
10:10 a.m. - 10:20 a.m.
10:20 a.m. - 11:05 a.m.
11:05 a.m. - 12:50 p.m.
11:05 a.m. - 11:30 a.m.
11:30 a.m. - 11:55 a.m.
11:55 a.m. - 12:20 p.m.
12:20 p.m. - 12:40 p.m.
12:40 p.m. - 12:50 p.m.
12:50 p.m. - 1:50 p.m.
1:50 p.m. - 4:00 p.m.
1:50 p.m. - 3:40 p.m.
1:50 p.m. - 2:15 p.m.
2:15 p.m. - 2:40 p.m.
2:40 p.m. - 3:05 p.m.
3:05 p.m. - 3:30 p.m.
3:30 p.m. - 3:40 p.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, Salos A & B
Track A | Session 1: ACIP/DDP
Moderator: John A. Anderson | Specrete-Ip Incorporated
Crane Mounted CFA - Single Stroke - Deeper
David Zanchetta | Berminghammer
Back to the Future, Bringing Auger Cast-In-Place Piles
Back to Chicago
Noah Miner, P.E. | Malcolm Drilling Company, Inc.
Static Loading Tests And Piled Foundation Design For A
Three-Storey Building
Bengt Fellenius, Dr.Tech, P.Eng. | Consulting Engineer
Axial Capacities of Drilled Displacement Piles Predicted by SPT
and CPT Based Methods
Genesis Figueroa Palacios | University of California, Irvine
Session Q&A
Networking Break and Exhibition | Grand Ballroom C-G
Track A | Session 2: Drilled Shafts
Moderator: Peggy Hagerty Duffy, P.E., D.GE. | Hagerty Engineering/ADSC
Drilled Shaft Risk Mitigation through Pre-Emptive Collaboration
and Strategy
Dan Brown, Ph.D., P.E., D.GE | Dan Brown and Associates, PC
Design of Drilled Shafts Subjected to Combined Effects of Lateral
Spreading and Superstructure Inertia
Arash Khosravifar, Ph.D., P.E. | Portland State University
Drilled Shafts as Mass Concrete: Requirements and Methods for
Satisfying
Andrew Boeckmann, Ph.D., P.E. | Dan Brown and Associates, PC
Prediction of Side Friction of Drilled Shafts in Very Dense Fine
Sand UAE - Case Study
Emad Sharif, P.Eng. | GTC
Session Q&A
Networking Luncheon | Gateway Ballroom 2-5
Exhibitor Break-Down | Grand Ballroom C-G
Track A | Session 3: Driven Piles
Moderator: Lucky Nagarajan | Giken America Corporation
Prediction of Transferred Energy of Tubed Piles Driven in
Amazon Soil
Daniel Renosto | Tecnitork
Design and Construction of Driven Pre-Stressed Concrete Piles to
Support Large Transmission Structures
JT McGinnis, P.E. | Crux Subsurface
Deep Marine Foundations with Pipe Pile Cells to Protect Bridge
Piers from Seasonal Flooding and Major Earthquakes
Takefumi Takuma, P.E. | Giken America Corporation
The Lateral Capacity of Concrete Piles in Stiff Clay to Dense Sand
Mina Mikaeel | K S Engineers P.C.
Session Q&A
Track B | Session 3: Helical Piles
Moderator: Peter Kandaris, P.E. | Digioia Gray & Associates
TBD
Root-Inspired Ground Anchors: Prototype Field Installation and
Load Testing
John Huntoon, EIT | Georgia Institute of Technology
Helical Piles: Rupture after Five Years of Installation
Daniel Renosto | Tecnitork
Transmission Line Foundation Design Using Inclined Earth Anchors
Andrew Canopy | Hanson Professional Services Inc.
Session Q&A
3:40 p.m. - 3:50 p.m.: All Attendees Reconvene in the Arch View Ballroom for Closing Remarks
3:40 p.m. - 3:50 p.m.
Conference Closing Remarks
SR-158 Bridge Value Engineering: A Calibrated Effort
Sam Sternberg, P.E., D.GE | Dan Brown and Associates, PC
Session Q&A
Track B | Session 2: Testing & Evaluation
Moderator: Jeffrey Fouse, P.E. | Reitz & Jens, Inc.
Concrete Integrity Anomalies above the Mudline in River Bridge
Drilled Shafts
David Graham, P.E. | Dan Brown and Associates, PC
A Discussion of Back-Calculated Rigidity Methods for Deep
Foundation Load Testin
Jon Sinnreich, M.Eng., P.E. | Load Test Consulting Ltd.
Owner Participation In Innovative Engineering Solutions
Avanti Shroff | Invisible Innovations, Inc.
Track B | Session 1: Micropiles
Moderator: Jeff Hill, P.E. | Consultant
Results of Full Scale Testing of Micropile Casing
Helen Robinson, P.E. | GEI Consultants, Inc.
Vibratory Caissons - An Alternative to Micropile Foundations?
Justin Toney | Crux Subsurface
Micropile to Footing Connections - Findings of the CPF Research
Jesus Gomez | GEI Consultants, Inc.
External Flush Methods With Grout For Micropile Installation
Douglas Roy | GZA Geoenvironmental, Inc.
Session Q&A
*Subject to Change

May/June 2022

Table of Contents for the Digital Edition of May/June 2022