Experimental Investigation of Skirt Footing Subjected to Lateral Loading

Table 1: Model testing.

Model	Parameter
Model	(b, mm)	(d/b)	(h/b)	RD %
Test 1	40	0	0	30
Test 2	40	0	0	60
Test 3	40	0	0	90
Test 4	40	0.5	0	30
Test 5	40	0.5	1
Test 6	40	0.5	2
Test 7	40	0.5	0
Test 8	40	1	0
Test 9	40	2	0.5
Test 10	40	0.5	0	60
Test 11	40	0.5	1
Test 12	40	0.5	2
Test 13	40	0.5	0	90
Test 14	40	0.5	1
Test 15	40	0.5	2
Test 16	40	2	0	30
Test 17	40	2	0	60
Test 18	40	2	0	90

where:

b = width of footing, mm

h = distance between wall and edge of footing, mm

d = depth of wall, mm

RD = relative density of sand, %