File 4 Evaluation of Geotechnical Data
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Transcript of File 4 Evaluation of Geotechnical Data
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Evaluation of Geotechnical Data15:00-15:50
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N,
Evaluation Step
Geometric modeling
ParametersDetermination
Foundation design
Geotechnical investigation Data check
qu, E
c, Cc, py
Evaluation for Geotechnical Design
Instrumentation
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Geometric modeling
geology
topographyBorehole DataBorehole locations
Material types
Depth, thickness
Nearby borehole information
Nearby construction records
Geotechnical databases
Preliminary geometric model based on existing information and reconnaissance site visits
Add new investigation results
Revised Geometric model for the site
Construction of Geometric Model
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Example of Topographic Feature: Fan
Travel distanceGravel: shortSandSiltClay : long
Expected ground conditions?
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Example of Topographic Feature: Delta Slope angle
Fan: large
Delta: small
Expected ground conditions?
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Example of Topographic Feature: Meandering River
Slope angle
Fan: large
Delta: small
Meandering river: very small
Expected ground conditions?
Flood plane
Natural levee
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Post Glacial Sea Level ChangesErosion phase to sedimentation phase
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1km
Published Information
Example of Geological Map
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Published Information
Example of Topographic Classification Map
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Published Information
Example of Topographic Classification Map
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Published Information
Example of Map showing Bottom of Holocene Deposits
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Published Information
Example of Soil Cross Section
Section C-C
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Data check – reliability for models and properties
During investigation at the site
Checking tools and equipment
Checking methods (application of standards)
During or after investigation at remote offices
Photographs of tools and equipment
Photographs of methods (application of standards)
After investigation at offices
Check: Variation due to different drillers
(Same soil layer – similar soil properties)
Evaluation of undisturbed soil samples
Comparison with data obtained in the past
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Determination of model properties
Quantity of data
No data
A few data
Abundant data
How to determine soil parameters?
Are you comfortable with a small number of data?
• variable nature of ground
• what kind of risk ?
Variation of properties in vertical direction
in horizontal direction
Look at water contentwater content distribution Cheap tests
Tested on disturbed soil
Sensitive to change in soil types
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Importance of RedundancyThere are variety of uncertainties
testing methods and procedures
sample disturbance
spatial variation of soil properties
Double check and triple check by:
using different method of investigations
increasing number of tests
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numb
ers
Variable
Average
: standard deviation
Statistical considerationDesign value = average value?
Design value = average value – one standard deviation?
Design value = average value – 0.5 standard deviation?
Safety and design risk
Effects of failure
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Interpretation of quality of soft cohesive soil samples