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Measurement of G
max
under anisotropic loading condition using bender elements
Xiangwu Zeng
, Bixian Ni
Department of Civil, Environmental and Ocean Engineering
University of Kentucky
Research output
:
Contribution to journal
›
Article
›
peer-review
4
Scopus citations
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Earth and Planetary Sciences
Plane
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Condition
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Sand
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Shear Modulus
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Show
50%
Good
50%
Soil
50%
Experiment
50%
S Wave
50%
Wave Velocity
50%
Agreement
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Pool
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Strain
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Anisotropy
50%
Engineering
Anisotropic
100%
Measurement
100%
Elements
100%
Loading Condition
100%
Surfaces
50%
Good Agreement
50%
Experiments
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Shear Modulus
50%
Cyclic Loading
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Induced Stress
50%
Shear Wave Velocity
50%
Installation
50%
Modulus of Shear
50%
Material Science
Sand
100%
Elastic Moduli
100%
Anisotropy
50%
Surface
50%
Velocity
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Strain
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Physics
Shears
100%
Plane
100%
Anisotropy
50%
Wave Velocity
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