Table 3 Comparison of F s values... | Emerald Publishing

Table 3

Comparison of F_s values obtained from numerical modeling and proposed algorithm for pile-stabilised slopes

Pile diameter	Method	Soil A	Soil B
0.3 m	Plaxis 3D	1.72	3.32
0.3 m	Proposed algorithm	1.71	3.42
0.3 m	‘Additional term’ method	1.94	3.83
1.0 m	Plaxis 3D	2.15	3.92
1.0 m	Proposed algorithm	1.98	4.03
1.0 m	‘Additional term’ method	2.47	4.31

Pile diameter	Method	Soil A	Soil B
0.3 m	Plaxis 3D	1.72	3.32
0.3 m	Proposed algorithm	1.71	3.42
0.3 m	‘Additional term’ method	1.94	3.83
1.0 m	Plaxis 3D	2.15	3.92
1.0 m	Proposed algorithm	1.98	4.03
1.0 m	‘Additional term’ method	2.47	4.31