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

Table 7

Geotechnical results in the plutonic area.

	Atterberg limit			OPM			CBR		Bearing capacity			Class
	LL	IP	IC	(t/m^3)	(t/m^3)	(%)	95%	%		PF	Soil	GTR
S1	73	38.4	1.55	2.84	2.04	13.2	24	0.6	120	PF3	S4	A3 th
S2	78.3	33.2	1.98	2.74	2.07	11	23	0.46	115	PF2	S3	A3 ts
S3	75	28.8	2.20	2.86	2.19	9.4	30	0.21	150	PF3	S4	A3 ts
S4	78.3	34.7	1.58	2.87	2.17	9.8	50	0.3	250	PF4	S5	B6 ts
S5	68	30.5	1.80	3.04	2.12	11.8	31	0.4	155	PF3	S4	B6 ts
S6	63.5	31.5	1.73	2.93	2.23	10	37	0.31	185	PF3	S3	B6 ts
S7	68	33.6	1.66	2.96	1.89	19.6	34	0.42	170	PF3	S4	B6 ts
S8	76.2	28.2	2.32	2.93	2.15	11.4	49	0.4	245	PF4	S5	B6 ts
S9	62.2	22.4	2.35	2.71	2.16	10	36	0.34	180	PF3	S4	B6 ts
S10	62.8	37.6	1.37	2.91	2.11	11.4	27	0.35	135	PF3	S3	B6 ts
Mean	70.5	31.9	1.86	2.8776	2.11	11.76	34.1	0.379	171	PF3	S4	A3 ts