Table 6 Selected indicators of right foot load and ground reaction forces in the dynamic test.

Right foot

Area (cm²)

MF

120.7

13.3

114.3

14.2

p = 0.014*

E

122.1

19.3

119.2

18.0

p = 0.086

MFE

916.7

110.8

887.6

122.9

p = 0.346

C

122.0

15.1

123.1

14.7

p = 0.547

Between groups comparison

MF and E p = 1.000; MF and MFE p = 1.000; MF and C p = 0.859; E and MFE p = 1.000; E and C p = 1.000; MFE and C p = 0.842

Stance time (ms)

MF

695.3

83.8

701.1

99.9

p = 0.761

E

719.2

108.4

688.3

75.8

p = 0.280

MFE

710.0

97.1

759.5

85.6

p = 0.019*

C

714.1

76.0

714.7

73.4

p = 0.961

Between groups comparison

MF and E p = 1.000; MF and MFE p = 0.296; MF and C p = 1.000; E and MFE p = 0.116; E and C p = 1.000; MFE and C p = 0.995

vGRF F1 (N)

MF

565.2

100.9

568.6

100.0

p = 0.896

E

581.3

136.2

560.0

149.8

p = 0.339

MFE

535.6

109.2

551.6

124.1

p = 0.520

C

585.5

83.8

578.0

95.8

p = 0.670

Between groups comparison

MF and E p = 1.000; MF and MFE p = 1.000; MF and C p = 1.000; E and MFE p = 1.000; E and C p = 1.000; MFE and C p = 1.000

vGRF F2 (N)

MF

397.6

89.1

401.3

94.1

p = 0.407

E

393.5

152.6

379.6

110.1

p = 0.729

MFE

392.2

89.0

392.2

89.0

p = 0.000*

C

381.4

67.6

409.5

69.9

p = 0.052

Between groups comparison

MF and E p = 1.000; MF and MFE p = 1.000; MF and C p = 1.000; E and MFE p = 1.000; E and C p = 0.708; MFE and C p = 1.000

vGRF F3 (N)

MF

658.1

95.8

663.0

93.2

p = 0.500

E

677.5

169.7

678.9

157.5

p = 0.795

MFE

675.8

147.5

674.2

149.4

p = 0.653

C

646.8

112.7

673.1

76.8

p = 0.133

Between groups comparison

MF and E p = 1.000; MF and MFE p = 1.000; MF and C p = 1.000; E and MFE p = 1.000; E and C p = 1.000; MFE and C p = 1.000