Liquefiable Ground Treatment Using Cruciform Section Probe Resonant Compaction Method: A Case Study in the Xitong Expressway, Eastern China

Table 9

Liquefiable evaluations by the SPT.

Hole number	Depth (m)	N	Ncr	N/Ncr
1	2.0–2.3	7	2.74	2.55
	3.5–3.8	7	6.43	1.09
	5.0–5.3	20	7.68	2.6
	6.5–6.8	30	8.70	3.45
	8.0–8.3	23	9.56	2.41
	9.5–9.8	28	10.31	2.72
	11.0–11.3	26	10.97	2.37
	12.5–12.8	25	11.56	2.16
	14.0–14.3	37	12.09	3.06
2	2.0–2.3	8	2.96	2.7
	3.5–3.8	9	3.67	2.45
	5.0–5.3	17	7.64	2.23
	6.5–6.8	27	8.66	3.12
	8.0–8.3	22	9.52	2.31
	9.5–9.8	26	10.27	2.53
	11.0–11.3	42	10.93	3.84
	12.5–12.8	39	11.52	3.39
	14.0–14.3	38	12.05	3.15
3	2.0–2.3	8	2.62	3.05
	3.5–3.8	11	6.38	1.72
	5.0–5.3	20	7.63	2.62
	6.5–6.8	20	8.65	2.31
	8.0–8.3	25	9.51	2.63
	9.5–9.8	28	10.26	2.73
	11.0–11.3	36	10.92	3.3
	12.5–12.8	40	11.51	3.48
	14.0–14.3	38	12.04	2.31
	—	—	—	—
4	2.0–2.3	13	2.85	4.56
	3.5–3.8	10	6.38	1.57
	5.0–5.3	14	7.63	1.83
	6.5–6.8	25	8.65	2.89
	8.0–8.3	25	9.51	2.63
	9.5–9.8	21	10.26	2.05
	11.0–11.3	28	10.92	2.56
	12.5–12.8	33	11.51	2.87
	14.0–14.3	30	12.04	2.49
	15.5–15.8	41	12.53	3.27
5	2.0–2.3	10	2.75	3.64
	3.5–3.8	10	6.36	1.57
	5.0–5.3	13	7.61	1.71
	6.5–6.8	19	8.63	2.2
	8.0–8.3	21	9.49	2.21
	9.5–9.8	25	10.24	2.44
	11.0–11.3	37	10.90	3.39
	12.5–12.8	41	11.49	3.57
	14.0–14.3	34	12.02	2.83
	15.5–15.8	35	12.51	2.8
6	2.0–2.3	8	2.62	3.05
	3.5–3.8	17	6.34	2.68
	5.0–5.3	18	7.59	2.37
	6.5–6.8	23	8.62	2.67
	8.0–8.3	29	9.48	3.06
	9.5–9.8	39	10.23	3.81
	11.0–11.3	30	10.89	2.75
	12.5–12.8	42	11.48	3.66
	14.0–14.3	36	12.01	3
	15.5–15.8	55	12.50	4.4
7	2.0–2.3	9	2.65	3.4
	3.5–3.8	13	3.54	3.67
	5.0–5.3	18	7.58	2.37
	6.5–6.8	24	8.60	2.79
	8.0–8.3	30	9.47	3.17
	9.5–9.8	35	10.21	3.43
	11.0–11.3	37	10.87	3.4
	12.5–12.8	30	11.46	2.62
	14.0–14.3	34	12.00	2.83
	15.5–15.8	34	12.49	2.75