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Table 6 Test results of different anchor rod thickness

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)

H1-1

GF deformation (2.5) → slurry cracking (8.0) → GF pull out (10.6)

10.6

11.16

H1-2

GF deformation (2.5) → slurry cracking (8.2) → GF pull out (11.7)

11.7

H1-3

GF deformation (2.2) → slurry cracking (7.5) → GF pull out (11.2)

11.2

H2-1

GF deformation (3.2) → slurry cracking (7.5) → slurry crushing (12.3) → GF pull out (14.2)

14.2

13.53

H2-2

GF deformation (3.5) → slurry cracking (7.1) → slurry crushing (12.6) → GF pull out (13.6)

13.6

H2-3

GF deformation (3.5) → slurry cracking (7.9) → slurry crushing (11.8) → GF pull out (12.8)

12.8