New Structure for Strengthening Soil Embankments

Table 6

FEA cases.

a (m)	b (m)
0.1	0.1	0.4	0.7	1.0	1.3	1.6	2.0
0.2	0.1	0.4	0.7	1.0	1.3	1.6	2.0
0.3	0.1	0.4	0.7	1.0	1.3	1.6	2.0
0.4	0.1	0.4	0.7	1.0	1.3	1.6	2.0
0.5	0.1	0.4	0.7	1.0	1.3	1.6	2.0
0.6	0.1	0.4	0.7	1.0	1.3	1.6	2.0
0.7	0.1	0.4	0.7	1.0	1.3	1.6	2.0
0.8	0.1	0.4	0.7	1.0	1.3	1.6	2.0
0.9	0.1	0.4	0.7	1.0	1.3	1.6	2.0
1.0	0.1	0.4	0.7	1.0	1.3	1.6	2.0
1.1	0.1	0.4	0.7	1.0	1.3	1.6	2.0
1.2	0.1	0.4	0.7	1.0	1.3	1.6	2.0