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Table 3 Correlation between the response ratio (or absolute bulk density increase) and bulk density before traffic, machine mass, machine mass per tyre, and number of machine passes, where n = number of substudies, τ = weighted Pearson product–moment correlation coefficient, * = significant value with α = 0.05 and ** = significant value with α = 0.01

From: Impact of mechanized harvesting on compaction of sandy and clayey forest soils: results of a meta-analysis

Correlation

Texture

Depth class

All depth classes

0–10 cm

10–20 cm

20–30 cm

n

Ï„

n

Ï„

n

Ï„

n

Ï„

Absolute bulk density increase—bulk density before traffic

Alltext

288

−0.23

**

98

−0.14

 

102

−0.29

**

88

−0.39

**

Clay

11

−0.77

**

4

−0.65

 

4

−0.75

 

3

/

 

Sand

61

−0.05

 

20

−0.42

 

24

−0.29

 

17

−0.15

 

Response ratio—machine mass

Alltext

260

0.48

**

87

0.38

**

91

0.55

**

82

0.63

**

Clay

11

0.19

 

4

0.77

 

4

0.77

 

3

/

 

Sand

55

0.39

**

17

0.42

 

21

0.25

 

17

0.66

**

Response ratio—machine mass per tyre

Alltext

255

0.11

 

86

0.09

 

88

0.11

 

81

0.17

 

Clay

11

−0.19

 

4

−0.10

 

4

−0.21

 

3

/

 

Sand

44

0.57

**

14

0.04

 

16

0.17

 

14

0.18

 

Response ratio—number of machine passes

Alltext

275

0.06

 

92

0.07

 

96

0.13

 

87

−0.01

 

Clay

11

0.35

 

4

0.93

 

4

0.26

 

3

−0.91

 

Sand

55

−0.13

 

17

0.08

 

21

−0.13

 

17

0.05

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