Table 2 Monitoring data of ground surface settlement outside the foundation pit.

From: Mechanisms of pile-soil stress and deformation in excavations under the coupled effects of excavation disturbance and extreme rainfall infiltration

Distance from pit edge/(m)

DBC 25

Settlement before rainfall/(cm)

Settlement after rainfall/(cm)

DBC 26

Settlement before rainfall/(cm)

Settlement after rainfall/(cm)

DBC 27

Settlement before rainfall/(cm)

Settlement after rainfall/(cm)

5 m

25 − 1

− 1.83

− 4.65

26 − 1

− 1.18

− 2.55

26 − 1

− 0.32

− 2.13

10 m

25 − 2

− 1.56

− 4.52

26 − 2

− 1.2

− 2.4

26 − 2

− 0.54

− 1.94

15 m

25 − 3

− 1.18

− 4.21

26 − 3

− 1.08

− 2.1

26 − 3

− 0.6

− 1.63

20 m

25 − 4

− 0.97

− 3.33

26 − 4

− 0.7

− 1.7

26 − 4

− 0.49

− 1.38

25 m

25 − 5

− 0.92

− 2.81

26 − 5

− 0.58

− 1.5

26 − 5

− 0.33

− 1.15