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Use of laboratory data to confirm yield and liquefied strength ratio concepts
Scott M. Olson
,
Timothy D. Stark
Civil and Environmental Engineering
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Keyphrases
Civil Engineering Structures
20%
Contractive
40%
Direct Simple Shear
40%
Effective Stress
20%
Failure Cases
40%
Fines Content
20%
Flow Failure
40%
Friction Angle
80%
Grain Shape
20%
Grain Size
20%
Laboratory Data
100%
Line Slope
20%
Liquefaction Analysis
20%
Parallel for
20%
Parallelization
20%
Sandy Soil
80%
Shear Conditions
20%
Size-and-shape
20%
State Parameter
20%
Steady State Line
60%
Strength Ratio
100%
Triaxial Compression Test
40%
Triaxial Extension
20%
Uniaxial Compression
40%
Yield Strength Ratio
60%
Engineering
Civil Engineering Structure
25%
Compression Test
50%
Effective Stress
25%
Fine Content
25%
Fine Grain
25%
Friction Angle
100%
Parallelism
25%
Sandy Soil
100%
Simple Shear
50%
State Line
75%
Test Result
25%
Yield Strength
75%