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Design parameters for EPS geofoam
D. Negussey
Department of Civil & Environmental Engineering
Research output
:
Contribution to journal
›
Article
›
peer-review
33
Scopus citations
Overview
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Dive into the research topics of 'Design parameters for EPS geofoam'. Together they form a unique fingerprint.
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Keyphrases
EPS Geofoam
100%
Creep Deformation
50%
Uniaxial Loading
50%
Misleading Interpretation
25%
Laboratory Samples
25%
Strain-based Approach
25%
Creep Test
25%
Limit Strain
25%
Tactile Pressure Sensor
25%
Compression Test
25%
Unconfined Compression
25%
Sample Compression
25%
Engineering
Modulus Value
100%
Field Observation
66%
Creep Test
33%
Strain Limit
33%
Field Result
33%
Earth and Planetary Sciences
Creep
100%
Creep Test
50%
Pressure Sensor
50%
Strength of Materials
50%