Influence Analysis of Underground Excavation on the Adjacent Buildings and Surrounding Soil Based on Scale Model Test

Table 1

Influence parameters of each parallel test.

	A load		B load
	lD = 0.08 m, D = 0.04 m	lD = 0.12 m, D = 0.06 m	lD = 0.08 m, D = 0.04 m	lD = 0.12 m, D = 0.06 m
l1 = 0.4 m, l2 = 0.1 m	I	II	III	IV
l1 = 0.8 m, l2 = 0.4 m	V	VI	VII	VIII