Effect of Sand Faction Percentage in Soil Mixture towards Soil Support Power for Dam Construction

Table 1

Soil sample testing result.

No.	Sample code	Depth (m)	Density				Triaxial UU
			MDD	OMC	MBD	Joule	C	W	Density	Gs
			(Kn/m^3)	(%)	(Kn/m^3)	(degree)	(kPa)	%	(Kn/m^3)
1	A.3	01.40	1.190	37.16	1.632	13.50	1.61	31.94	1.62	2.57
2	AL.6	01.00–01.40	1.190	47.28	1.753	16.02	1.23	44.76	1.58	2.56
3	AL.7	01.40	1.160	38.09	1.602	20.92	0.37	37.99	1.59	2.59
4	AL.7	02.30	1.160	39.58	1.619	16.20	1.29	37.33	1.68	2.57
5	AL.8	01.50	1.280	39.85	1.790	16.14	1.32	36.37	1.69	2.58
6	AL.8	02.60	1.250	37.27	1.716	10.13	2.24	38.08	1.74	2.60
7	AL.9	01.30	1.200	39.46	1.674	10.07	1.45	39.81	1.68	2.65
8	AL.9	02.60	1.250	47.52	1.844	19.02	1.11	39.21	1.64	2.55
9	TP.1	02.00	1.310	38.39	1.813	12.21	1.01	35.22	1.67	2.51
10	TP.1-1	01.00–01.40	1.330	35.35	1.800	17.34	0.37	35.98	1.70	2.64
11	TP.2-1	01.00–01.40	1.250	35.47	1.693	15.77	0.82	34.52	1.71	2.64
12	TP.4	01.00–01.40	1.390	32.20	1.838	6.11	1.07	32.89	1.73	2.44
13	TP.4-2	02.10	1.320	35.78	1.792	17.87	0.30	32.24	1.70	2.54
14	TP.8	01.75–02.15	1.350	43.88	1.942	4.26	0.56	48.36	1.71	2.55
15	TP.9	01.30–01.70	1.130	44.44	1.632	14.64	0.82	49.24	1.65	2.44
16	TP.11	02.60–03.00	1.420	32.20	1.877	13.80	0.94	43.44	1.73	2.42
17	TP.11-1	01.60–02.00	1.070	41.17	1.510	25.40	0.22	40.95	1.60	2.48