Laterization Process Recognition along the Northern Border of the Congo Craton by Geoelectrical and Geotechnical Data

Table 6

Geotechnical results in the green belt zone.

	Atterberg limit			PROCTOR			CBR		Bearing capacity			Class
	LL	IP	IC	(t/m^3)	(t/m^3)	(%)	95%	%	E	PF	Sol	GTR
M1	62.7	30.5	1.675	2.77	2	13	13	0.62	65	PF2	S3	B6 ts
M2	76.2	38.1	1.678	2.86	2.09	11.2	34	0.54	170	PF3	S4	A3 s
M3	59	33.3	1.308	2.86	2.02	13.9	25	0.34	125	PF3	S4	B6 ts
M4	66.4	31.3	1.701	2.74	2.05	11.5	51	0.3	255	PF4	S5	B6 ts
M5	64.9	26.8	1.954	2.97	2.14	11	54	0.42	270	PF4	S4	B6 ts
M6	59	33.3	1.46	3.13	2.33	10.5	49	0.5	245	PF4	S5	A3 ts
M7	76.3	36.2	1.782	2.94	2.01	13.8	28	0.34	140	PF3	S4	A3 ts
M8	75.2	33.9	1.935	2.66	2.108	9.5	41	0.42	205	PF4	S5	A3 ts
M9	71	33.6	1.723	2.92	2.19	10.5	26	0.4	130	PF3	S4	A3 ts
M10	60.4	31.6	1.648	2.92	2.19	10.5	34	0.3	170	PF3	S5	B6 ts
Mean	67.11	32.86	1.686	2.8744	2.1128	11.54	35.5	0.418	177.5	PF3	S4	A3 ts