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Criterion for flow liquefaction instability
José E. Andrade
,
Alfonso M. Ramos
, Arcesio Lizcano
Department of Civil Engineering
California Institute of Technology
SRK Consulting, Canada
Research output
:
Contribution to journal
›
Article
›
peer-review
55
Scopus citations
Overview
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Keyphrases
Flow Liquefaction
100%
Liquefaction Flow
100%
Effective Material Loss
25%
Sand
25%
Effective Stress
25%
Elastoplastic Soil
25%
Cyclic Mobility
25%
Cyclic Test
25%
Elastoplastic Model
25%
Monotonic Test
25%
3-flow
25%
Flow Instability
25%
Flow Instability Criterion
25%
Liquefaction
25%
Numerical Results
25%
Phenomenology
25%
Numerical Simulation
25%
Axisymmetric Load
25%
Excess Pore Water Pressure
25%
Loss of Uniqueness
25%
INIS
liquefaction
100%
instability
100%
losses
42%
loading
14%
sand
14%
computerized simulation
14%
positive excess
14%
mobility
14%
axial symmetry
14%
soils
14%
comparative evaluations
14%
pore pressure
14%
Engineering
Flow Liquefaction
100%
Flow Instability
50%
Controllability
50%
Excess Pore Pressure
25%
Axisymmetric
25%
Effective Stress
25%
Computer Simulation
25%
Psychology
Controllability
100%
Phenomenology
50%
Mathematics
Computer Simulation
100%