observational method in geotechnical engineering mississippi... · design based on most probable...
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Observational Method in
Geotechnical Engineering
Robert J. Werner, P.E.
FAILURE PLANE
Design Based on Most Probable Conditions
Identify Worse-Case Eventualities
Develop Reliable Monitoring Plan
Predict Monitoring Outcomes
Establish Action Plan (In Advance)
Monitor & Report Promptly
Modify Design / Implement Action Plan
Peck 1969 – Ninth Rankine Lecture “Advantages and Limitations of the Observational Method in Applied Soil Mechanics”
LOUISIANA SITE
Design Based on Lower-Bound Conditions
Identify Worse-Case Eventualities
Continue Monitoring Plan
Predict Monitoring Outcomes
Establish Improvement Plan
Monitor & Report
Implement Improvement Plan if Warranted
Pleistocene
Session 67
Wednesday 10:00-11:45
Room 2
Robert J. Werner, P.E.
I-20 & US-80 BRIDGES
BRIEF HISTORY
1929 RR BRIDGE SLOPE FAILURE
U.S. 80
BRIDGE
TOWER 1
PEDESTALS
FAILURE PLANE US-80 BRIDGE
NB-10
NEW INCLINOMETER BORING
IPI-10R
IPI-10R
426’ 423’ 870’ 423’ 426’
W-3 W-2 W-1 E-1 E-2 E-3
PP15 PP15’
E E EF F EFF F
SuspendedSpan
AnchorSpan
SimpleSpan
SimpleSpan
AnchorSpan
EastWest
CantileverSpans
I-20 BRIDGE MOVEMENT
SUMMARY OF I-20 PIER MOVEMENTS
(in) (arc-sec) (in) (arc-sec)
1. 1999 and 2000 Prior to 5/2001 6.00 6.50
2. 2003 Feb2/5/2003 to
2/6/20030.50 50 0.50 0
3. 2005 Aug 8/2/2005 0.75 0 0.50 50
4. 2005 Nov 11/17/2005 0.25 0 0.25 0
5. 2006 Aug - Sep8/13/2006 to
9/21/20060.50 50 0.75 75
6. 2007 Sep - Dec9/21/2009 to
12/19/20070.50 50 0.50 25
7. 2009 Sep - Dec0/28/2009 to
12/22/20090.20 25 0.00 20
8. 2010 Nov11/7/2010 to
11/22/20100.20 25 0.00 10
9. 2011 Oct10/20/2011 to
10/24/20110.25 0 0.25 25
10. 2012 June - Sep6/29/2012 to
9/21/20121.25 75 1.00 75
10.50 300 10.25 300
Summary of I-20 Bridge Pier Movements (+ direction is west)
Top of Pier E-1Top of Pier E-2
Estimated Time or Time Period
Total Movement (+/-)
1. Prior to 5/2001
GENERALIZED PROFILE
Peak Shear Strength = 5.4°
MOVEMENTS at I-8 (PIER E-2)
3/31/11 BATHYMETRY
SAA at I-8 (PIER E-2)
INCLINOMETER I-12 at PIER E-1 (2003)
I-12 Inclinometer
Reading on
March 11, 2012
El. -63’
0.25” Additional Displacement Since Last Reading in Oct. 2007 Inclinometer Displacement is About 1/3 of Measured Top of Pier E-1 Movement
Calibrate Stability & Deformation Models Based on Measured / Observed Conditions (Over the Past 84 Years)
Identify Worse-Case Eventualities
Develop Improvements That Do Not Alter Fundamental Site Behavior
Predict Monitoring Outcomes
Establish Action Plan (Warning System, Structural Modifications)
Continue Monitoring (Real-Time)
Implement Additional Improvements, if Warranted
COMPLETE SCOUR HOLE FILLING
STABILIZATION DRAINS
I-20 DRAIN
(1972)
US-80
DRAIN
(1940s)
SURFACE WATER DRAINAGE
QUIZ