Past Conferences
2018 Speakers
SPEAKER |
TITLE |
AFFLIATION |
Dr. Rick Deschamps, PE, PhD |
Emergency Stabilization of Fountain Slide | Nicholson Construction |
Dr. David Elton, PE, PhD |
You Can’t Make This Up – Geotechncal Edition | Auburn University |
Benjamin Ferguson, PE | Landslide Mitigation for Pipelines in the Appalachian Basin | EQT Midstream |
Milton Gomez, MS | Soft Soil Remediation with Pervious Cellular Concrete | Aerix Industries |
Dr. Russell Green, PE, PhD | TBD | Virginia Tech |
Dr. Robert Holtz, PhD | Geosynthetics | University of Washington |
Robert Koerner | Geosynthetics in Erosion Control | Geosynthetic Institute |
Joe Krupansky, PG | Keeping Rocks off the Road – SR209 Rock Slide | Gannett Fleming, Inc. |
Dr. Sebastian Lobo-Guerrero, PE, PhD | Predicting Drilled Shaft Capacity | American Geotechnical and Environmental Services, Inc. |
Dr. Michael McGuire, PE, PhD | Column Supported Embankments | Lafayette College |
Michael Anderson, PE | East Branch Dam | US Army Corps of Engineers |
Silas Nichols, PE | TBD | Federal Highway Administration |
Kerry Petrasic, PE | Geotextile Separation | PA Department of Transportation |
Travis Shoemaker | Remote Sensing Approach to RipRap Slope Inspection | Lafayette College |
Dr. John Turner, PE,PG D.Ge, PhD | Drilled Shafts | Dan Brown and Associates |
2018 Displayers
Row A | Row B | Row C | Row D | Row E | Row F | Row G | |
1 |
HAYWARD BAKER | REDI-ROCK INTERNATIONAL | REINFORCED EARTH | SCHNABEL FOUNDATIONS | GEO-INSTRUMENTS | REV DRILL | GOETTLE |
2 |
MORETRENCH | GMS PILING | BRAYMAN | PENNDRILL | GEOBRUGG | GEOTECHNICS | NARRVARO & WRIGHT |
3 |
N C F I | QUANTUM GEOPHYSICS | STAR IRON WORKS | MASTER LOCATORS | GEOSTRUCTURES | EARTH REINFORCEMENT DIV OF McMAHON & MANN | SANO DRILLING |
4 |
TRIAD METALLS | GANNET FLEMING | SUSQUEHANNA CIVIL | MACCAFERRI | WILLIAMS FORM ENGINEERING | AERO AGGREGATES | CON-TECT SYSTEMS |
5 |
SKYLINE STEEL | GEO-BUILD | WAGMAN | McCROSSIN FOUNDATIONS | ROCTEST |
HITECH SOIL STABILIZATION |
SUBSURFACE CONSTRUCTORS |
ADDED BOOTHS BETWEEN G6 & G6 |
|||||||
6 |
MENARD GROUP USA | PENNONI ASSOCIATES | SAS STRESSTEEL | GEO SOLUTIONS | AMERICAN PILE DRIVING EQUIPMENT | AERIX | CONETEC |
7 |
NICHOLSON | ASCE / GEO INST | GEONOR | COASTAL DRILLING | COMPACTION GROUTING SERVICES | CJ GEO | T R C |
8 |
MORRIS SHEA BRIDGE | ADSC IAFD | PENNSYLVANIA DRILLING | VIBRA-TECH | RETTEW | MATRIX | ACF ENIVRONMENTAL |
9 |
TERRACON | DFI | GEOKON | GRL PILE DYNAMICS | ENVIROSCAN | McKINNEY DRILLING | DATA FORENSICS |
10 |
TERRACON | PROPEX | TENCATE | ROC SCIENCE | GEOSTABILZATION |
|
LANGAN |
11 |
TERRACON | (G5A) TUNSTALL ENGINEERING GROUP |
|
||||
12 | KEYSTONE FOUNDATIONS | (G5B) GOLDER ASSOCIATES | NOT USED | ||||
13 | NEGLEYS WELL DRILLING | (G5C) HOLE PRODUCTS | NOT USED | ||||
14` | HANES GEO COMPONENTS | (G5D) RITE GEOSYSTEMS | NOT USED |
Row A
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Row B
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Row C
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Row D
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Row E
|
Row F
|
Row G | |
1 |
HAYWARD BAKER |
CASCADE DRILLING | DYWYDAG SYSTEMS INT’L | McCROSSIN FOUNDATIONS | GEO-INSTRUMENTS |
MORETRENCH |
SAS STRESS-STEEL |
2 |
SKYLINE STEEL |
GRL | VIBRA-TECH | PENNDRILL Manufactureing | AERO AGGREGATES | CON-TECH | AMERICAN PILE DRIVING EQUIPMENT |
3 |
REINFORCED EARTH COMPANY |
STAR IRON WORKS |
CONE TEC INC | ACE ENVIRONMENTAL | INOVA Geosynthetics | McKINNEY DRILLING | TRIAD METALS |
4 |
CONCRETE JACK |
COASTAL DRILLING EAST, LLC | GEOSTRUCTURES (VA) | GEOKON | WILLIAMS FORM ENGINEERING | GEOTECHNICS | SPECRETE IP |
5 |
AERIX INDUSTRIES
|
GMS PILING PRODUCTS | TENCATE | EICHELBERGERS | ENVIROSCAN | HI-TECH COATINGS | NAVARRO-WRGHT |
6 |
RICHARD GOETTLE INC |
GEO-INSTITUTE of ASCE & ACADEMY OF GEO-PROFESSIONALS |
ALLIED WELL DRILLING | GAI CONSULTANTS | INNOVATIVE GEOSCIENCE | ELASTIZELL |
SISGEO North America |
7 |
MONOTUBE PILE CORPORATION
|
WAGMAN | NEEL COMPANY | BERKEL & COMPANY | PRECISION DRILLING | TEXEL |
UNDERPINNING & FOUNDATIONS SKANSKA |
8 |
SUBSURFACE CONSTRUCTORS |
ADSC-IAFD | PENNSYLVANIA DRILLING | LALLY PIPE & TUBE | SCHNABEL FOUNDATIONS | MATRIX | TENSAR |
9 |
L.G. HETAGER |
|
|
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TRC SOLUTIONS |
APPLUS RTD |
|
10 |
GANNETT FLEMING |
|
|
|
|
|
D.F.I. |
11 |
QUANTUM GEOPHYSICS |
|
|
|
|
|
L.B. FOSTER |
12 | GEONOR | GEONOR | MENARD | ||||
13 | GEOBRUGG | NICHOLSON | |||||
14 | HANES GEOCOMPONENTS | GOLDER | |||||
15 | GZA GeoEnvironmental |
SPEAKER |
TITLE |
AFFLIATION |
Timothy Stark, Ph.D., P.E., F.ASCE, D.GE |
Hurricane Katrina: Court Ruling on Floodwall Failures | University of Illinois at Urbana-Champaign |
J. Michael Duncan, Ph.D. |
Lower Jones Tract Levee Failure | Virginia Tech |
Muhannad Suleiman, Ph.D. |
Load and Resistance Factor Design (LRFD) of Deep Foundations: Basics, Methodology, and State-of-Practice in the USA | Lehigh University |
Paul Moffitt, P.E. |
I-495 in Wilmington, DE – The Leaning Towers Lateral Squeeze Effects on Pile Supported Bridge Piers Due to Mudwave Emergency Response and Retrofit | AECOM |
Matthew Silveston, P.E. |
Enhancing Reliability and Quality of Drilled Shafts Quality through Thermal Integrity Testing | Terracon Consultants, Inc. |
Steve Wendland, P.E., P.G., D.GE |
The Value of General-Contractor-Oriented Geotechnical Peer Reviews | Kleinfelder |
Donald Bruce, Ph.D., C.Eng., D.GE |
The Evolution of Specialty Geotechnical Construction Techniques: The “Great Leap” Theory | Geosystems, L.P. |
Robert Holtz, Ph.D., P.E., D.GE, Dist.M.ASCE |
Design of Footings on Clays Reinforced with Aggregate Piers | University of Washington |
Jay McKelvey, P.E., D.GE, F.ASCE |
Challenges in Reinforced Earth Structure Design | Earth Engineering, Inc. |
Robert M. Koerner, Ph.D., P.E. |
In-Situ Stabilization of Soil Slopes Using Nailed or Anchored Geosynthetics | Geosynthetics Institute |
Axel Montalvo Bartolomei |
A Historical Review of Embankment Seepage Design | U.S. Army Engineering Research and Development Center, Geotechnical and Structures Laboratory |
Daniel VandenBerge, Ph.D., P.E., M.ASCE |
A Comparison of Limit Equilibrium and Finite Element Methods for Undrained Rapid Drawdown Analyses | Tennessee Tech University |
Michael McGuire |
Stability of Embankment Slopes with Time-Dependent Strength | Lafayette College |
Michael Mann, P.E. |
New Drydock for the Maid of the Mist | McMahon & Mann Consulting Engineers, P.C. |
Theresa Andrejack Loux, Ph.D. |
Processed Recycled Glass Used as Lightweight Aggregate and other Geotechnical Engineering Applications | Golder Associates, Inc. |
2014 Speakers
SPEAKER |
TITLE |
AFFLIATION |
George Filz, Ph.D., P.E. |
Geotech Tools.org: The First Place to Look | Virginia Tech |
Alan Poeppel, P.E. |
Foundations for the World’s Tallest Scraper – Kingdom Tower, Saudi Arabia | Langan Engineers |
Timothy D. Stark, Ph.D. |
Recent Research on Drained and Undrained Strengths for Slope Stability Analyses | University of Illinois at Urbana-Champaign |
Nathan Beard |
Small Diameter Micropiles for Slope Stabilization | GeoStabilization International |
Jason Gardner, P.E. |
Remediation of the SR87 Landslide | Gannett Fleming |
Muhannad Suleiman, Ph.D. |
Soil-Pile Interaction of Geothermal Deep Foundations | Lehigh University |
Vincent Drnevich, Ph.D., P.E. |
New Approach to Resonant Column Testing for Shear Modulus and Damping in Soils | Purdue University |
Jeffrey Evans, Ph.D. |
The TRD Method for In-Situ Mixed Vertical Barriers in Dams and Levees | Bucknell University |
Joseph A. Mann, P.E. |
Case Study of Soil Mixing & Jet Grouting Adjacent Existing Utilities | Hayward Baker, Inc. |
Robert M. Koerner, Ph.D., P.E. |
Geosynthetic Applications in Unpaved and Paved Roads | Geosynthetics Institute |
Rich Lee, P.G., R.GP. |
Lessons Learned from Years of Conducting Geophysics on Roads, Railroads, Levees, Utilities and Other Infrastructure | Quantum Geophysics |
James Lolcama, P.G. |
Demonstrated Compatibility of Deep Stormwater Injection with Geotechnical Construction and Land Development Practices in Karst Limestone Terrain | KCF Groundwater, Inc. |
Steve Wendland, P.E., R.G. |
Lessons Learned from Retaining Wall Failures | Kleinfelder |
John Quaranta, Ph.D., P.E. |
Event Tree Analysis of Mining-Induced Permeability Changes Near Surface Bodies of Water | West Virginia University |
Fred S. Tarquinio, P.E. |
Underpinning and Shoring of Children’s Hospital – VCU Richmond | Nicholson Construction Co. |
SPEAKER |
TITLE |
AFFLIATION |
Dan Brown, Ph.D., P.E. |
Factors Affecting the Selection and Use of Drilled Shafts for Transportation Infrastructure Projects | Dan Brown and Associates |
Donald Bruce, Ph.D., C.Eng., D.GE |
Specialty Geotechnical Construction Techniques for Dam and Levee Rehabilitation | Geosystems, LP |
Prof. J. Michael Duncan, Ph.D., P.E. |
Evolution of Slope Design in the Panama Canal | Virginia Tech |
Morgan Eddy, P.E., |
Underpinning and Shoring of Historic Howard Theatre in Washington, DC | Steele Foundation, LLC |
Drew Floyd, P.E. |
Underpinning History: An Innovative Approach to Settlement Control During Expansion of the University of Connecticut’s Oldest Brick Structure | Moretrench |
Prof. Robert Holtz, Ph.D., P.E. |
A Full Scale Test of a New Groutless Soil Nailing System | University of Washington |
Shad Hoover, Ph.D., P.E. |
Experimental and Theoretical Modeling of Expansive Pyritic Shale | CMT Laboratories |
Mike Knight, P.G. | Rock Slope Design and Applied digital Photogrammetry at Bald Eagle Mountain, South Williamsport, PA | Gannett Fleming |
Robert M. Koerner, Ph.D., P.E. |
A Data Base and Analysis of 141 Failed Geosynthetic Reinforced MSE Walls | Geosynthetics Institute |
Trevor Lykens, P.E. |
Holtwood Dam – Construction Features | Kleinschmidt Associates |
Samuel Mazzella |
Micropile/Augercast Pile Retaining Structure Protects Residential Dwellings in Southwestern Pennsylvania | GAI Consultants, Inc. |
John T. Pusey, Jr. |
Geotechnical Case Histories for Sinkhole Investigation and Stabilization Methods | Earth Engineering, Inc. |
Matt Riegel |
Lake Champlain Bridge | HTNB |
James Schmidt, P.E., PEng. |
I-15 CORE Design Build ProjectCase History, Provo, Utah | Kleinfelter |
Kevin Stetson, P.E. |
Characterizing Mine Tailing Using Geotechnical Specialty and Traditional Test Methods for a Facility Expansion | Sanborn, Head & Assoc., Inc. |
DAY/DATE |
TIME |
|
|
Wednesday, October 24, 2012
|
2:30 pm to 8:00 pm |
Registration Desk Open |
|
3:00 pm to 5:00 pm Informational Sessions |
Topic/Speaker |
Room |
|
Geofoam – A Lightweight Fill Alternative
Nico Sutmoller; Insulfoam, LLC
|
Magnolia Room B |
||
Case Studies in Innovative Landslide Repair and Rockfall Mitigation Colby Barrett; Soil Nail Launcher, Inc.
|
Magnolia Room A |
||
Using Civil Sfotware Tools for Geotechnical Applications: 3D DTM MOdleing of Subsurface Soil Layers
Alexander Mabrich, PE, MSC; Bentley Systems
|
Magnolia Room C |
||
6:00 pm to 9:00 pm |
Opening Reception, Exhibits Open – Blue and White Room |
||
Thursday October 25, 2012 |
7:15 am to 10:30 am |
Registration Desk Open |
|
7:30 am to 8:00 pm |
Exhibits Open – Blue and White Rooms |
||
AM SESSION 1 |
Cari Beenenga, P.E., Moderator |
Nigerian Room |
|
8:00 |
Welcome |
|
|
8:10 | Prof. J. Michael Duncan, Ph.D., P.E. | Evolution of Slope Design in the Panama Canal | |
8:50 |
Shad Hoover, Ph.D., P.E. |
Experimental and Theoretical Modeling of Expansive Pyritic Shale | |
9:30 |
EXHIBITS AND COFFEE – BLUE AND WHITE ROOMS |
||
10:00 |
Kevin Stetson, P.E. | Characterizing Mine Tailings Using Geotechnical Specialty and Traditional Test Methods for a Facility Expansion | |
10:30 |
John T. Pusey, Jr. |
Geotechnical Case Histories for Sinkhole Investigation and Stabilization Methods | |
11:20 |
Mike Knight, P.G. |
Rock Slope Design and Applied Digital Photogrammetry at Bald Eagle Mountain, South Williamsport, PA | |
12:00 |
LUNCH – BLUE AND WHITE ROOMS |
||
PM SESSION-2 |
James B. Pease, P.E., Moderator |
Nigerian Room |
|
1:00 | Robert M. Koerner, Ph.D., P.E. | Terzaghi Remembered | |
1:30 |
Dan Brown, Ph.D., P.E. |
Factors Affecting the Selection and Use of Drilled Shafts for Transportation Infrastructure Projects | |
2:10 |
Donald Bruce, Ph.D., C.Eng., D.GE |
Specialty Geotechnical Construction Techniques for Dam and Levee Rehabilitation | |
2:50 |
EXHIBITS AND COFFEE – BLUE AND WHITE ROOMS |
||
3:20 |
Trevor Lykens, P.E. |
Holtwood Dam – Construction Features | |
4:00 |
Prof. Robert Holtz, Ph.D., P.E. |
A Full scale Test of a new Groutless Soil Nailing System | |
4:40 |
Robert M. Koerner, Ph.D., P.E. | A Data Base and Analysis of 141 Failed Geosynthetic Reinforced MSE Walls | |
5:30 to 8:30 |
SOCIAL HOUR / BUFFET MEAL BLUE AND WHITE ROOMS |
||
Friday, October 26, 2012 |
7:30 am to 10:30 am |
Exhibits Open Blue/ White Rooms |
|
AM SESSION 3 |
Jason Gardner, P.E., Moderator |
Nigerian Room |
|
8:00 |
James Schmidt, P.E., PEng. |
I-15 CORE Design Build Project – A Case History, Provo, Utah | |
8:40 |
Samuel Mazzella |
Micropile/Augercast Pile Retaining Structure Protects Residential Dwellings in Southwestern Pennsylvania | |
9:20 |
Matt Riegel. |
Lake Champlain Bridge | |
10:00 |
Exhibits and Coffee – Blue and White Rooms |
||
10:30 |
Morgan Eddy, P.E. |
Underpinning and Shoring of Historic Howard Theatre in Washington, DC | |
11:10 |
Drew Floyd, P.E. |
Underpinning History: An Innovative Approach to Settlement Control During Expansion of the University of Connecticut’s Oldest Brick Structure | |
11:50 |
Closing Remarks and Adjournment |
|
Row A
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Row B
|
Row C
|
Row D
|
Row E
|
Row F
|
Row G | |
1 |
DENSIFICATION INC |
GEO-INSTRUMENTS |
LANDMARK GEOSPATIAL |
PENNSYLVANIA DRILLING |
VIBRATECH ENGINEERS |
TERRA SYSTEMS |
WAGMAN |
2 |
HAYWARD BAKER |
GLOBE Inc |
BENTLEY SYSTEMS |
GEOSTRUCTURES |
RICHARD GEOTTLE |
SKYLINE STEEL |
CONETEC |
3 |
SCHNABEL FOUNDATIONS |
HANES GEO COMPONENTS |
GEOKON |
GEODATIX |
TRIAD PILING PRODUCTS |
SOILMEC NORTH AMERICA |
QISI/Applus RTD |
4 |
SOIL NAIL LAUNCHER |
TENCATE |
HiTECH CONCRETE COATINGS |
MORETRENCH USA |
CARMUESE LIME & STONE |
PROPEX |
L.B. FOSTER |
5 |
EICHELBERGERS
|
WILLIAMS FORM ENGINEERING |
PENNDRILL MANUFACTURING |
GEOBRUGG |
DSI AMERICA |
GEOTECHNICS |
AGP GI-ASCE |
6 |
NEEL COMPANY |
LALLY PIPE |
INSULFOAM LLC |
COMPACTION GROUTING SERVICES |
CELLULAR CONCRETE SOLUTIONS |
WR GRACE |
D APPOLONIA |
7 |
BOART LONGYEAR
|
HB WICK DRAINS |
GIKEN AMERICA CORPORATION |
BRAYMAN CONSTRUCTION |
NICHOLSON CONSTRUCTION |
GRL / PILE DYNAMICS |
ADSC-IAFD |
8 |
STAR IRON WORKS |
CATCO |
INTERGEO SERVICES |
ELASTIZEL |
REINFORED EARTH |
EARTHCORE |
DFI |
9 |
LG HETAGER |
NOT USED |
NOT USED |
NOT USED |
NOT USED |
PRINT-O-STAT |
MCKINNEY DRILLING |
10 |
GANNETT FLEMING |
|
|
|
|
NOT USED |
COASTAL DRILLING |
11 |
QUANTUM GEOPHYSICS |
NOT USED |
NOT USED |
NOT USED |
NOT USED |
NOT USED |
ACF ENVIRONMENTAL |
12 | NOT USED | NOT USED | FOUNDATION TEST GROUP |
Paper Title
|
Presenter
|
Affiliation
|
Separation-Geosynthetics in Highway Construction | Bill Ragen | Ragen Associates |
Dyna-Force Anchor Load Monitoring Sensor, Tiebacks, Soil Nails & Micropiles | Lucien Bogdan | Dywidag Systems International |
Instrumentation-Inclinometers and Others | Josh Trewitz | Durham GeoSlope Indicator |
Slope Stabilization & Rockfill Mitigation | Joseph Bigger | GeoBrugg North America |
Remediation of the SR 15 Welcome Center Landslide | David Scherer, P.E. | Gannett Fleming, Inc. |
Katrina Levee Overview | J. David Rogers, Ph.D., P.E. | MST |
Foundation Treatment in Karst Conditions at Clearwater Dam | Adam Hockenberry, P.E. | Gannett Fleming, Inc. |
3D Solids & Parameter Modeling to Facilitate TRIAD-Compliant Rapid Site Characterization | Todd Kincaid, PhD | H2H Associates, LLC |
Automated Remote Monitoring of Groundwater Level and Quality for Grout Curtain Construction, Dewatering and Injection Well Installations | Jim Lolcama, P.G. | KFC Groundwater, Inc |
Assessment of Shear Strength for Design Purposes | Thomas Brandon, Ph.D., P.E. | Virginia Tech |
Which In-Situ Soil Test Should I Use? | Roger Failmezger, P.E. | In-Situ Soils Testing, LC |
Design Considerations and Long Term Performance of Plastic Underground Stormwater Management Systems | Archie Filshill | CETCO Contracting Services, Inc. |
SHPR2 RO2 Geotechnical Solutions for Transportation | Vernon Schaefer, Ph.D., P.E. | Iowa State University |
Progression of Stabilizing Saturated Fine-Grained Soils from Vertical Consolidation to Sand Drains (with Case History) to Wick Drains | Dr. Robert M. Koerner, P.E. | Geosynthetics Institute |
Overview of Geotechnical Work at the World Trade Center | Richard Crockford | Nicholson |
Case Study – Micropiles, Jet Grouting & Soil Nailing | James Pease, P.E. | Hayward Baker |
Holtwood Hydroelectric Project Expansion Excavation Design | Trevor Lykens, P.E. | Kleinschmidt Associates |
Translating Practice: An Update on LRFD | Silas Nichols, P.E. | FHWA |
Yeager Airport Runway Extension: Tallest Known 1H:1V Slope in U.S. | John Lostumbo, P.E. | TenCate Geosynthetics |
Day
|
Time
|
Topic
|
Speaker
|
Monday 11-2 |
Noon | Display Area open for set up (displayers only) |
|
2:30PM-8:00PM | Registration Desk Open | ||
3:00PM-5::40PM | Informational Sessions | ||
3:00PM-5:00PM | Separation-Geosynthetics in Highway Construction | Bill Ragen | |
3:00PM-5:00PM | Dyna-Force Anchor Load Monitoring Sensor, Tiebacks, Soil Nails & Micropiles | Lucien Bogdan | |
3:00PM-5:00PM | Instrumentation-Inclinometers and Others | Joshua Trewitz | |
3:00PM-5:00PM | Slope Stabilization & Rockfill Mitigation | Joseph Bigger | |
6:00PM-9:00PM | Opening Reception, Exhibits Open | ||
Tuesday 11-3 |
7:30AM-10:30AM | Registration Desk Open | |
7:30AM-8:00PM | Exhibit Hall Open | ||
7:30AM-8:15AM | Coffee and Displays – Great Hall | ||
8:00AM-8:10AM | Welcome | Cari Beenenga, P.E. | |
8:10AM-8:50AM | SHPR2 RO2 Geotechnical Solutions for Transportation | Vernon Schaefer, Ph.D., P.E. | |
8:50AM-9:30AM | Katrina Levee Overview | J. David Rogers, PhD., P.E. | |
9:30AM-10:00AM | Exhibits and Coffee Break | ||
10:00AM-10:40AM | Foundation Treatment in Karst Conditions at Clearwater Dam | Adam Hockenberry, P.E. | |
10:40AM-11:20AM | Automated Remote Monitoring of Groundwater Level and Quality for Grout Curtain Construction, Dewatering and Injection Well Installations | Jim Lolcama, P.G. | |
11:20AM-12:00N | 3D Solids & Parameter Modeling to Facilitate TRIAD-Compliant Rapid Site Characterization | Todd Kincaid, PhD | |
12:00N-1:30PM | Lunch | ||
1:300PM-2:10PM | Assessment of Shear Strength for Design Purposes | Thomas Brandon, Ph.D., P.E. | |
2:10PM-2:50PM | Which In-Situ Soil Test Should I Use? | Roger Failmezger, P.E. | |
2:50PM-3:20PM | Coffee and Displays – Great Hall | ||
3:20PM-4:00PM | Design Considerations and Long Term Performance of Plastic Underground Stormwater Management Systems | Archie Filshill | |
4:00PM-4:40PM | Yeager Airport Runway Extension: Tallest Known 1H:1V Slope in U.S. | John Lostumbo, P.E. | |
4:40PM-5:20PM | Progression of Stabilizing Saturated Fine-Grained Soils from Vertical Consolidation to Sand Drains (with Case History) to Wick Drains | Dr. Robert M. Koerner, P.E. | |
5:30PM-8:00PM | Social Hour/ Buffet Dinner | ||
8:00PM-9:00PM | The Academy of Geo-Professionals Induction Ceremony | ||
Wednesday 11-4 |
7:30AM-10:30AM | Exhibit Hall Open | |
7:30AM-8:00AM | Coffee and Displays – Great Hall | ||
8:00AM-8:40AM | Overview of Geotechnical Work at the World Trade Center | Richard Crockford | |
8:40AM-9:20AM | Case Study – Micropiles, Jet Grouting & Soil Nailing | James Pease, P.E. | |
9:20AM-10:00AM | Holtwood Hydroelectric Project Expansion Excavation Design | Trevor Lykens, P.E. | |
10:00AM-10:30AM | Coffee and Displays – Great Hall | ||
10:30AM-11:10AM | Remediation of the SR 15 Welcome Center Landslide | David Scherer, P.E. | |
11:10AM-11:50AM | Translating Practice: An Update on LRFD | Silas Nichols, P.E. | |
11:50AM-12:00AM | Closing Remarks |
Row A
|
Row B
|
Row C
|
Row D
|
Row E
|
Row F
|
A1 Enviroscan
|
C1
Geokon |
D1 Tencate
|
E1
Hayward Baker |
F1
Brayman Construction |
|
A2 Landmarker Geospatial
|
B2
|
C2
Schnabel Engineering LLC
|
D2 Triggs Technologies
|
E2
PENNDRILL Manufacturing
|
F2
|
A3 SAS Stress Steel
|
B3
Eichelbergers
|
C3
Williams Form Engineering |
D3
Boart Longyear |
E3
Propex
|
F3
T.R.C.
|
A4
Geobrugg
|
B4
Lally Pipe & Tube
|
D4
Costal Drilling SDI Comp |
E4 DURHAM Slope Indicator
|
F4 Densification Inc
|
|
A5
Mar Allen Concrete Products |
B5 Moretrench
|
C5
The Neel Company |
D5
Layne Geoconstruction |
E5
Cetco Contracting Services |
F5
Geotechnics |
A6 The Dyson Corp
|
B6 Academy of GeoProfessionals
|
C6
Vibra Tech Engineers |
D6
Geonor
|
E6
Structural Preservations Systems
|
F6 Dawood
|
A7 Soil Nail Launcher
|
B7 Geo-Institute of ASCE
|
C7
Uretek USA
|
D7
ARM GROUP |
E7
Reinforced Earth Company
|
F7
GRL |
A8 Applied Research
|
B8
Hillis Carnes |
C8
Pennsylvania Drilling Company |
D8
Applied Geomechanics |
E8
DGI-Menard
|
F8
Barioid Drilling Products
|
A9
Monotube Pile Corp
|
F9
ACF Environmental
|
||||
A10
Elastizell
|
F10
ADSC
|
||||
A11
Conetech
|
F11
Star Iron Works
|
||||
A12
Geopier Foundation Company
|
F12
Northeast SOLITE
|
||||
A13
Skyline Steel
|
F13
Geo-Instruments |
||||
A14
Mike Perlow, Jr.
|
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A15
Deep Foundations Institute
|
|
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A16
L.G. Hetager |
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A17
Gannett Fleming |
Paper Title
|
Presenter
|
Affiliation
|
Full Scale Drilled Shaft Osterberg Load Cell Test – PTC Allegheny River Bridge Replacement | Gene P. Lipovich | AGES, Canonsburg, PA |
Protecting a Navigable Waterway Using a Deep Soil Mix Wall | James M. Schmidt | Kleinfelder, Colorado Springs, CO |
Remediation of Pyritic Rock for I-99 Highway Project near State College, PA | Thomas McNally | PENNDOT, Dist 2-0, Clearfield, PA |
Rock Slope Design for New Railroad Alignment in Indiana County, PA | John Meyers | URS, Fort Washington, PA |
Understanding the Storm Water Management Practice of Epikarstic Rechargel Beneath Pennsylvania Highways | Jim L. Lolcama | KCF, Mechanicsburg, PA |
Rockslides and Geologic Structure: Case Histories and Common Misconceptions | Skip Watts | Radford University |
Geosynthetic Basal Reinforcement Over GG/Stone or GT/Sand Columns | Bob Koerner | Geosynthetics Institute |
PV Drains, Lime Columns, Dynamic Compaction, and Pile Supported Embankments – Early Case Histories and Recent Developments | Robert Holtz | University of Washington |
A Case History of Slope Design with No Laboratory Strength Tests | J. Michael Duncan | Virginia Tech |
Drilled Shafts – Case Study | Jim Cahill | CASE |
Developments in Driven Pile Design, Installation and Capacity Determination | George Goble | GRL – 2007 Terzaghi Lecturer |
The Need for Interdisciplinary Interaction in Route Planning and Site Characterization | Duff Gold | PSU |
Aggregate Piers | Al Sehn | Hayward Baker |
Micropile Design and Construction Considerations in Various Types of Ground | John Wolosick | DFI Chair |
Compaction Grouting for In-Situ Ground Improvement Practice, Theory and Evolving Trends | Jeffrey Geraci | Moore & Taber |
Day
|
Time
|
Topic
|
Speaker
|
Wednesday May 28 |
Noon | Display Area open for set up (displayers only) |
|
9:00AM-5:00PM | PennDOT District Geotechnical Engineers Meeting (closed to the public) | ||
3:00PM-5:00PM | INFORMATIONAL SESSIONS | ||
GeoFoam – Design Through Installation | Archie Filshill, CETCO Contraction Services | ||
Innovative Tools and Technologies for Low Cost Landslide Repair | Bob Barrett , Soil Nail Launcher | ||
MASW Micro Gravity and other Geophysical Methods for Geotechnical Exploration | Richard Lee, Quantum Geophysics | ||
Statnamic Testing of Deep Foundations and Dynamic Testing of Driven Piles | Don Robertson, Applied Foundation Testing | ||
6:00PM-9:00PM | Opening Reception – Exhibit Hall Open | ||
Thursday May 29 |
7:30AM-10:30AM | Registration | |
7:30AM-6:30PM | Exhibit Hall Open | ||
7:30AM-8:15AM | Coffee and Displays – Great Hall | ||
8:15AM-8:35AM | Welcome | President-Central PA Section ASCE Tom Imholte |
|
8:35AM-9:15AM | The Need for Interdisciplinary Interaction in Route Planning and Site Characterization | Duff Gold | |
9:15AM-9:55AM | Remediation of Pyritic Rock for I-99 Highway Project near State College, PA | Thomas McNally | |
9:55AM-10:25AM | Coffee and Displays – Great Hall | ||
10:25AM-11:05AM | A Case History of Slope Design with No Laboratory Strength Tests | J. Michael Duncan | |
11:05AM-11:45AM | Understanding the Storm Water Management Practice of Epikarstic Rechargel Beneath Pennsylvania Highways | Jim L. Lolcama | |
11:45AM-12:25PM | PV Drains, Lime Columns, Dynamic Compaction, and Pile Supported Embankments – Early Case Histories and Recent Developments | Robert Holtz | |
12:25AM-2:00PM | Lunch | ||
2:00PM-2:40PM | Compaction Grouting for In-Situ Ground Improvement Practice, Theory and Evolving Trends | Jeffrey Geraci | |
2:40PM-3:20PM | Protecting a Navigable Waterway Using a Deep Soil Mix Wall | James M. Schmidt | |
3:20PM-3:50PM | Coffee and Displays – Great Hall | ||
3:50PM-4:30PM | Developments in Driven Pile Design, Installation and Capacity Determination | George Goble | |
4:30PM-5:10PM | Predicting Performance of Aggregate Piles | Alan Seth | |
5:10PM-6:00PM | Geosynthetic Basal Reinforcement of GG/Stone or ST/Sand Columns | Robert M. Koerner | |
6:00PM-6:30PM | Social Hour | ||
6:30PM-9:00PM | Buffet Dinner – Great Hall | ||
Friday May 30 |
7:30AM-10:30AM | Exhibit Hall Open | |
7:30AM-8:00AM | Coffee and Displays – Great Hall | ||
8:00AM-8:40AM | Rockslides and Geologic Structure: Case Histories and Common Misconceptions | Skip Watts | |
8:40AM-9:20AM | Rock Slope Design for New Railroad Alignment in Indiana County, PA | John Meyers | |
9:20AM-10:00AM | Micropile Design and Construction Considerations in Various Types of Ground | John Wolosick | |
10:00AM-10:30AM | Coffee and Displays – Great Hall | ||
10:30AM-11:10AM | Deep Drilled Shafts in Mica Schist Rock Formation | Jim Cahill | |
11:10AM-11:50AM | Full Scale Drilled Shaft Osterberg Load Cell Test PTC Allegheny River Bridge Replacement | Gene P. Lipovich | |
11:50AM-12:00AM | Closing Remarks |
Row A
|
Row B
|
Row C
|
Row D
|
Row E
|
Row F
|
A1
Ragen Assoc |
B1
Hayward Baker |
C1
GEOKON |
D1
Cetco |
E1
Skyline Steel |
A18
GANNET FLEMING |
A2
LB Foster |
B2
Applied Foundation Testing |
C2
Dawoo |
D2
Nicholson |
E2
SAIC |
F2
T R C |
A3
Richard Geottle |
B3
ConeTec |
C3
Moretrench |
D3
VibraTech |
E3
Shaft Drillers Int |
F3
Carmeuse Lime |
A4
TenCate |
B4
gINT |
C4
Bassett Env |
D4
The NEEL Company |
E4 |
F4
GeoTAC |
A5
Geotechnics |
B5
DANBRO |
C5
ADSC |
D5
DSI America |
E5
TRIGGS |
F5
DGI Menard |
A6
Geo-Instruments |
B6
DFI |
C6
Williams Form |
D6
Durham Slope Indicator |
E6
GAI |
F6
Reinforced Earth |
A7
Elastizell |
B7
Tensar International |
C7
Geonor |
D7
Michael Baker |
E7
URETEK USA |
F7
North East SOLITE |
A8
Kleinfelder |
B8
Structural Preservations Systems |
C8
Pennsylvania Drilling |
D8
LAYNE Geoconstruction |
E8
Soil Nail Launcher |
F8
GRL |
A9
Monotube |
B9
|
C9
|
D9
|
E9
|
F9
GEOBRUGG |
A10
Star Iron Works |
B10
|
C10
|
D10
|
E10
|
F10
CONTEC |
A11 |
F11 GeoStructures
|
||||
A12 Eichelbergers
|
F12
GeoPier |
||||
A13
GTA |
F13
ACF Environment |
||||
A14
MACAFFRI |
F14
Quantum Geophysics |
||||
A15
PROPEX |
|||||
A16
SAS |
|||||
A17
LG Hetager |
|||||
A18
GANNET FLEMING |