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Table 2 Amount of coherency and friction angle

From: Effect of confinement pressure on bearing capacity of two samples of square and strip footing (numerical study)

Sample	1	ϕ_in= 30	2	ϕ_in= 5
σ₃	ϕ	C	ϕ	C
100	30.2	8.13	7.86	46.56
300	30.2	8.13	7.86	46.56
300	34.1	0	7.86	46.56
600	34.1	0	7.86	46.56
600	31.4	8.16	6.7	60.3
1000	31.4	8.16	6.7	60.3
1000	31.1	26.34	5.4	82.65
1500	31.1	26.34	5.4	82.65
1500	29	116.6	5	103.1
2000	29	116.6	5	103.1

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