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HOME
PROGRAM & SCHEDULE
DISPLAYER INFORMATION
DIRECTIONS & AREA
ATTRACTIONS
HERSHEY LODGE & OTHER HOTELS
ORGANIZING COMMITEE
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November 2006
This seminar qualifies
for 9 PDH units for continuing education and has been accredited by "The
Practicing Institute of Engineering, Inc" and thus meets New York State
requirements.
Copies of proceedings are available from
Bruce
Stegman
Stegman Engineering, pc, 35
East Avenue, Red Lion PA 17356
Phone
888.333.1566 or FAX 717.244-3070
2008
Displayer Directory.pdf
2008 handbook.pdf
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PAPER TITLE |
AUTHOR |
ORGANIZATION |
ADDRESS |
EMAIL |
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From Brownfield to Multi-Use Stadium; Geotechnical Design and Construction
of PAETEC Park |
Brock E. Barry, P.E., Michael S. Schaffron, P.E. |
Haley & Aldrich of New York/LaBella Associates, PC |
200 Town Centre Drive, Suite 2 Rochester, New York 14623
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BBarry@haleyaldrich.com |
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Jet-Grouted Pipe Pile Walls for Combined Underpinning and Lateral Support |
David M. Cregger, P.E. |
DMJM Harris |
66 Long Wharf Boston, MA 02110 |
david.cregger@ dmjmharris.com |
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Mega Trends and Challenges for the Geo-Community |
Jerry Dimagio, P.E. |
FHWA |
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Risk Quantification for Design |
Roger Failmezer, P.E. |
In-Situ Soil Testing, L.C. |
173 Dillin Drive Lancaster, VA 22503 |
insitusoil@prodigy.net |
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Creep, Creep Rupture and Accelerated Creep
by TTS and SIM |
Robert Koerner, Ph.D, P.E. |
Drexel / GSI |
475 Kedron Avenue Folsom, PA 19033-1208 |
robert.koerner
@coe.drexel.edu |
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Karst Limestone, Groundwater
Flow Conduits and Ground Subsidence |
Jim Lolcama |
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Ground Improvement to Support Shallow Foundation Development
Over Landfills and Soft Natural Deposits |
Joseph J. Lifrieri, P.E., Rambod Hadidi, Walter W.
Burke, P.E., Mayur B. Desai, P.E. |
Paulus Sokolowski and Sartor, LLC |
67 Mountain Blvd. Ext Warren, NJ 07059 |
rhadidi@psands.com |
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Future of Civil Engineering and ASCE |
William F. Marcuson, Ph.D., P.E. |
WES / President ASCE |
Vicksburg, MS |
William.F.Marcuson@
erdc.usace.army.mil |
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Geotechnical Surprises, or are they? |
James K. Mitchell, Sc.D., P.E.
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VA TECH |
209 Mateer Circle Blacksburg, VA 24060 |
jkm@vt.edu |
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Extreme Karst: Investigation of PA State
Route 33 |
Kerry Petrasic, P.E. |
PENNDOT, Bureau of Construction and Materials |
1118 State Street, Harrisburg, PA 17120 |
kpetrasic@state.pa.us |
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The Ground Freezing Alternative: An Effective Solution for
Difficult Site Conditions |
Paul C. Schmall, P.E. |
Moretrench |
100 Stickle Avenue Rockaway, NJ 07866 |
pschmall@mtac.com |
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Utilizing a Soil Nail Earth Retention System Within an Urban Environment |
James M. Schmidt, P.E. P Eng. and Frank D. Reinart, E.I.T. |
Kleinfelder, Inc. |
4815 List Drive
Unit 115
Colorado Springs, Colorado 80919 |
JSchmidt@kleinfelder.com |
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Geotextile Reinforced Soil Slope Bridge Approaches Carney
Brook Bridge, Moscow, Maine |
Jeffrey J. Tweedie, P.E., Robert La Roche, Dale A. Mitchell, P.E., Trevin R.
Cobb, Michael J. Moreau, P.E. |
Maine Department of Transportation Bridge Program |
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Jeff.Tweedie@maine.gov |
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Logan International Airport Central Parking Garage Repairs and Expansion |
Stefano Valagussa, Piero Iovino, & Rick Deschamps,
P.E. PhD |
Nicholson Construction Company |
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rdeschamps@
nicholsonconstruction.com |
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Soil Strength and Slope Stability |
Steve Wright, Ph.D, P.E. |
University of
Texas at Austin |
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2008
DISPLAYERS
(and booth
numbers)
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(A1)
Ragen Associates
|
B1 Hayward Baker |
D1 CETCO |
F1 Brayman |
| (A2) DANBRO |
B2 Star Iron Works |
D2 Nicholson
Construction |
F2 SAIC |
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A3 GeoTechnology Assoc |
B3 SPS |
D3 MIRAFI Ten Cate |
F3 Site Blauvelt |
| A4 DURHAM Slope
Indicator |
B4 Eliminated |
D4 Eliminated |
F4 DGI Menard |
| A5 Geotechnics |
B5
Eliminated |
D5 DSI |
F5 Reinforced Earth |
| A6 Northeast Solite |
B6
OPEN |
D6 Synergis |
F6 Vibratech |
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A7 eliminated |
B7
DFI |
D7
Michael Baker Jr |
F7
Carmeuse |
| A8
open |
B8 Richard Geottle |
D8 Williams Form Eng |
F8
GEOKON |
| A9
open |
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F9
Pipe & Piling |
| A10
GTS |
C1 Geostructures |
E1 Layne
Geoconstruction |
F10
open |
| A11 L.G. Hetager |
C2 GRL |
E2
SAS Stresssteel |
F11 TENSAR |
| A12 Gannett Fleming |
C3 Geonor |
E3
gINT Software |
F12
open |
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C4 Eliminated |
E4
Eliminated |
F13
Schanbel
Foundations |
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C5
Eliminated |
E5The Neel Company |
F14 ARM |
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C6 Moretrench |
E6 ASCE-GI |
F15 ACF Environmental |
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C7 GAI |
E7 ADSC |
F16 Geo-Instruments |
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C8 Pennsylvania
Drilling |
E8 Skyline Steel |
F17 Kleinfelder |
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F18
open |
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F19
ConeTec |
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F20 GeoBrugg |
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F21 Elastizell |
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F22 Boulderscape |
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