A Comparison of Simplified Modelling Approaches for Performance Assessment of Piles Subjected to Lateral Spreading of Liquefied Ground

Table 2

Liquefaction potential assessment of the site of case study.

Depth (m)	Soil type	FC (%)	SPT-N
1.00	Fill	10.0	8	17.9	2.15	─
2.00	Fill	10.0	4	6.3	0.82	0.2
3.00	Fill	10.0	1	1.4	0.53	0
4.00	Fill	10.0	2	2.6	0.53	0
5.00	Fill	10.0	10	11.9	0.82	0.2
6.00	Fill	10.0	9	10.1	0.71	0.1
7.00	Fill	10.0	15	15.8	1.14	─
8.00	Fill	10.0	8	8.0	0.61	0.1
9.00	Sand	10.0	14	13.3	0.86	0.2
10.00	Sand	10.0	23	21.0	2.51	─
11.00	Sand	10.0	24	21.0	2.54	─
12.00	Sandy silt	60.0	3	2.6	N.L.	─
13.00	Sandy silt	60.0	3	2.5	N.L.	─
14.00	Sandy silt	60.0	4	3.3	N.L.	─
15.00	Sandy silt	60.0	4	3.2	N.L.	─
16.00	Sandy silt	60.0	16	12.4	N.L.	─
17.00	Gravelly sand	0.0	42	31.7	6.29	─
18.00	Gravelly sand	0.0	46	33.8	9.47	─
19.00	Sand	0.0	38	27.2	2.76	─
20.00	Gravelly sand	0.0	50	34.9	12.0	─