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

Table 10

Liquefiable evaluations by the CPT.

Hole number	Depth (m)	dw (m)	qc (MPa)	qccr (MPa)	qc/qccr
9	0–1.5	1.34	3.52	2.83	1.24
	1.6–4.9	1.34	4.22	2.72	1.55
	5.0–9.6	1.34	7.77	2.30	3.38
	9.7–14.0	1.34	12.79	1.59	8.04
10	0–2.0	1.43	3.18	2.60	1.22
	2.1–4.4	1.43	4.12	2.89	1.43
	4.5–7.2	1.43	7.42	2.51	2.96
	7.3–14.0	1.43	11.20	1.76	6.36
11	0–2.7	1.40	4.02	3.02	1.33
	2.8–5.6	1.40	6.02	2.98	2.02
	5.7–9.5	1.40	8.95	2.24	3.40
	9.6–14.0	1.40	12.24	1.59	7.70
13	0–2.1	1.50	5.80	2.96	1.96
	2.2–6.1	1.50	5.63	2.64	2.13
	6.2–10.9	1.50	7.48	2.03	3.68
	11.0–15.0	1.50	12.95	1.34	9.66
14	0–2.8	1.46	3.33	2.75	1.21
	2.9–5.5	1.46	7.32	2.76	2.65
	5.6–10.6	1.46	9.18	2.14	4.29
	10.7–15.0	1.46	13.18	1.42	9.28
15	0–2.6	1.43	3.02	2.80	1.08
	2.7–7.6	1.43	6.91	2.87	2.41
	7.7–11.2	1.43	9.33	1.92	4.86
	11.3–15.0	1.43	13.72	1.38	9.94
16	0–3.0	1.50	3.0	2.42	1.24
	3.1–7.4	1.50	4.48	2.20	2.04
	7.5–9.7	1.50	8.71	2.05	4.25
	9.8–15.0	1.50	11.65	1.49	7.82