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Table 10 The test results by different deployment angle of anchor rod

From: Experimental research on the performance of a Novel Geo-filament anchor for an Earthen architectural site

Number

Destruction mode(kN)

Fracture load (kN)

Average (kN)

A0-1

GF deformation (2.0) → slurry cracking (7.2) →GF pull out (10.3)

10.3

10.77

A0-2

GF deformation (2.2) → slurry cracking (8.1) → GF pull out (11.2)

11.2

A0-3

GF deformation (2.3) → slurry cracking (7.6) → GF pull out (10.8)

10.8

A10-1

GF deformation (1.8) → slurry cracking (6.3) → GF pull out (9.4)

9.4

8.97

A10-2

GF deformation (2.0) → slurry cracking (7.5) → GF pull out (10.2)

10.2

A10-3

GF deformation (2.1) → slurry cracking (6.6) → GF pull out (7.3)

7.3

A15-1

GF deformation (1.9) → slurry cracking (4.7) → GF pull out (7.1)

7.1

6.37

A15-2

GF deformation (2.3) → slurry cracking (5.1) → GF pull out (6.7)

6.7

A15-3

GF deformation (2.0) → slurry cracking (4.6) → GF pull out (5.3)

5.3