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33rd Annual Spring Seminar – Innovations in Deep Foundations
April 2, 2016 @ 7:15 am - 5:10 pm
The field of deep foundations is always being updated as the latest innovations come into practice. The ASCE Seattle Section Geotechnical Group / Seattle Geo-Institute Chapter is proud to announce our 33rd Annual Spring Seminar dedicated to Innovations in Deep Foundations on April 2nd, 2016 at Kane Hall on the University of Washington campus. We are pleased to have many prominent speakers including Jerry DiMaggio and Dr. John Turner and many others representing engineering design firms, contractors, and academia.
Course attendees will be eligible to receive 0.8 Continuing Education Units (CEU) or 8 Professional Development Hours (PDH).
$200 Early Registration (before March 18th)
$250 Late Registration (after March 18th)
|7:15 AM – 8:00 AM||Registration and Continental Breakfast|
|8:00 AM – 8:10 AM||Opening Remarks|
|8:10 AM – 9:00 AM||
Micropiles – “Industry and Application Overview”
Tom Armour — DBM
|9:00 AM – 9:50 AM||
Rock Socketed Drilled Shaft Foundations – Recent Developments
John Turner — Dan Brown & Associates
|9:50 AM – 10:20 AM||Morning Break|
|10:20 AM – 11:10 AM||
Ground Improvement and Liquefaction Mitigation Using Driven Displacement Piles
Armin Stuedlein — OSU
|11:10 AM – 12:00 PM||
Correctly Applying the AASHTO Deep Foundation Guidance to Highway and Other Infrastructure Projects.
Jerry DiMaggio – Applied Research Associates, Inc.
|12:00 PM – 1:00 PM||Lunch|
|1:00 PM – 1:10 PM||Award Presentation|
|1:10 PM – 2:00 PM||
Terminal 5 Test Pile Program
Brice Exley — Hart Crowser & Steve Spencer — Pacific Pile
|2:00 PM – 2:50 PM||
Post-grouted Drilled Shafts: Mechanisms for Improved Performance and Implications for Design
Erik Loehr — University of Missouri
|2:50 PM – 3:20 PM||Afternoon Break|
|3:20 PM – 4:10 PM||
Deep Foundation Testing and Lessons Learned from Full Scale Load Tests
Anna Sellountou — Pile Dynamics Inc.
|4:10 PM – 5:00 PM||
Supporting the Honolulu Rail Transit on Drilled Shafts
Hisham Sarieddine — Shannon & Wilson
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