Numerical Experiments on Triaxial Compression Strength of Soil-Rock Mixture

Table 4

Statistics of strength parameters of different rock contents.

Number	Rock content (%)
1	0	18.2	50.6
2	0	15.5	53.5
3	0	14.5	46.2
4	0	16.4	44.7
5	0	15.3	45.8
Average value	0	16.0	48.2
1	10	20.3	40.2
2	10	18.4	41.3
3	10	18.3	38.5
4	10	19.5	43.9
5	10	19.8	45.1
Average value	10	19.3	41.8
1	20	22.1	37.8
2	20	20.6	36.7
3	20	21.8	37.2
4	20	20.7	35.9
5	20	21.2	38.7
Average value	20	21.3	37.3
1	30	24.0	29.8
2	30	23.4	28.4
3	30	25.2	32.2
4	30	24.6	30.5
5	30	25.1	31.2
Average value	30	24.5	31.2
1	40	28.3	25.4
2	40	26.6	26.1
3	40	25.7	24.2
4	40	26.6	25.1
5	40	27.1	24.1
Average value	40	26.9	24.3
1	50	28.1	20.5
2	50	28.4	22.8
3	50	26.3	19.6
4	50	27.9	21.7
5	50	29.1	18.3
Average value	50	28.0	20.6
1	60	31.2	25.6
2	60	31.8	27.1
3	60	30.5	24.2
4	60	29.8	25.4
5	60	32.4	23.9
Average value	60	31.1	25.2
1	70	35.5	30.5
2	70	36.1	34.2
3	70	34.2	38.4
4	70	36.8	35.6
5	70	35.4	31.7
Average value	70	35.6	34.1