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Geofluids
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2022
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Article
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Tab 1
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Research Article
Experimental Investigation of the Influence of the Anchor Cable Inclination Angle on the Seismic Response Characteristics of Anchored Piles
Table 1
Physical and mechanical parameters of the test material.
Material
Cohesion c
Internal friction angle
kN/m
3
MPa
kPa
°
Sliding body
19
20
0.30
8
12
Sliding surface
18.8
20
0.30
10
8
Sliding bed
21
35
0.25
15
14
C40
24.4
0.2
Elastic material