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Table 8 The test results by different slurry strength

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)

S1-1

GF deformation (2.3) → slurry cracking (4.5) → GF pull out (7.3)

7.3

7.73

S1-2

GF deformation (2.5) → slurry cracking (3.7) → GF pull out (7.9)

7.9

S1-3

GF deformation (2.1) → slurry cracking (4.3) → GF pull out (7.7)

7.7

S2-1

GF deformation (2.1) → slurry cracking (7.5) → GF pull out (11.4)

11.4

11.43

S2-2

GF deformation (2.3) → slurry cracking (8.2) → GF pull out (12.1)

12.1

S2-3

GF deformation (1.7) → slurry cracking (7.1) → GF pull out (10.8)

10.8

S3-1

GF deformation (2.1) → soil-part loosening (14.7) → slurry pull out (17.9)

17.9

17.53

S3-2

GF deformation (1.8) → soil-part loosening (14.1) → slurry pull out (17.5)

17.5

S3-3

GF deformation (1.9) → soil-part loosening (13.3) → slurry pull out (17.2)

17.2