Table 2 Root-mean-square value, variation range and average value of the measured velocity signals (m/s).

From: Field test study on the evaluation of the microvibration controlling capacity of a mass concrete layer

Test time

Test group

Measurement points

Variables

Direction

z

x

y

noon

group A

#P1A

RMS

1.138 × 10−06

1.239 × 10−06

6.839 × 10−07

Variation range

1.031 × 10−05

1.444 × 1−05

6.532 × 10−06

AVERAGE

3.336 × 10−08

− 1.343 × 10−08

1.450 × 10−08

#P1B

RMS

1.189 × 10−06

1.293 × 10−06

6.883 × 10−07

Variation range

1.031 × 10−05

1.490 × 10−05

6.810 × 10−06

AVERAGE

1.618 × 10−08

− 1.529 × 10−08

4.052 × 10−08

group B

#P1C

RMS

2.052 × 10−06

2.472 × 10−06

1.806 × 10−06

Variation range

1.597 × 10−05

1.840 × 10−05

1.406 × 10−05

AVERAGE

− 9.236 × 10−09

4.730 × 10−08

− 1.442 × 10−07

#P1D

RMS

2.478 × 10−06

3.075 × 10−06

2.625 × 10−06

Variation range

1.966 × 10−05

3.715 × 10−05

2.982 × 10−05

AVERAGE

− 8.911 × 10−09

5.577 × 10−10

5.156 × 10−08

night

group A

#P1A

RMS

6.655 × 10−07

1.067 × 10−06

5.356 × 10−07

Variation range

6.088 × 10−06

8.186 × 10−06

3.502 × 10−06

AVERAGE

1.623 × 10−21

4.635 × 10−11

8.290 × 10−11

#P1B

RMS

6.721 × 10−07

1.123 × 10−06

5.387 × 10−07

Variation range

6.259 × 10−06

8.797 × 10−06

3.668 × 10−06

AVERAGE

− 6.045 × 10−12

2.431 × 10−10

− 2.075 × 10−11

group B

#P1C

RMS

7.441 × 10−07

1.159 × 10−06

7.930 × 10−07

Variation range

6.513 × 10−06

1.337 × 10−05

7.771 × 10−06

AVERAGE

3.575 × 10−11

2.859 × 10−11

1.183 × 10−10

#P1D

RMS

8.842 × 10−07

1.406 × 10−06

1.298 × 10−06

Variation range

7.616 × 10−06

1.820 × 10−05

1.314 × 10−05

AVERAGE

− 8.620 × 10−11

7.319 × 10−11

4.304 × 10−8