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Advances in Civil Engineering
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2021
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Article
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Tab 4
/
Research Article
Experimental and Numerical Studies on the Inflatable Recyclable Anchor in the Tube Piece Type Based on the Soil-Anchor Interaction Mechanism
Table 4
Material properties.
Material type
Elastic modulus (MPa)
Poisson’s ratio
Cohesion (kPa)
Internal friction angle (°)
Density (g.cm
−3
)
Clay soil
90
0.35
30.0
15
1.7
Anchor
206000
0.30
—
—
2.506