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Table 5 The results of applying the method to compensate each monitoring station (XP06-XP10). Including cumulative displacement and average rate before and after compensation

From: Stability analysis of reference station and compensation for monitoring stations in GNSS landslide monitoring

Station

State

Cumulative displacement in different directions (mm)

Average rate in different directions (mm/d)

N

E

U

N

E

U

XP06

Uncompensated

160.9

41.8

 − 184.0

 − 0.60

0.15

 − 0.67

Compensated

158.8

51.8

 − 169.6

 − 0.59

0.21

 − 0.63

XP07

Uncompensated

311.6

 − 20.1

 − 72.4

1.15

 − 0.08

 − 0.28

Compensated

309.5

 − 10.1

 − 58.1

1.14

 − 0.02

 − 0.21

XP08

Uncompensated

229.0

 − 41.1

 − 14.0

0.84

 − 0.15

 − 0.05

Compensated

226.9

 − 31.1

0.40

0.84

 − 0.10

0.00

XP09

Uncompensated

251.0

2.7

 − 37.4

0.93

0.01

 − 0.15

Compensated

248.9

12.7

 − 23.1

0.92

0.07

 − 0.09

XP10

Uncompensated

181.6

 − 29.0

 − 23.3

0.67

 − 0.11

 − 0.09

Compensated

179.5

 − 19.0

 − 9.0

0.66

 − 0.05

 − 0.03