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	CONTENIDO DE AGUA-NORMA ASTM D 2216
	Recipiente			Masa (Recipiente + Suelo)				Contenido de Agua
	No.	Masa		Húmedo		Seco		Parcial	Promedio
		m1		m2		m3		w
	(-)	(g)		(g)		(g)		(%)
	508	7.79		77.15		62.83		26.02	25.77
	472	5.72		60.13		49.07		25.51
	CONTENIDO DE AGUA-NORMA ASTM D 2216
	Recipiente			Masa (Recipiente + Suelo)				Contenido de Agua
	No.	Masa		Húmedo		Seco		Parcial	Promedio
		m1		m2		m3		w
	(-)	(g)		(g)		(g)		(%)
	179	7.78		68.03		62.35		10.41	26.61
	373	5.67		76.52		55.28		42.81
	CONTENIDO DE AGUA-NORMA ASTM D 2216
	Recipiente			Masa (Recipiente + Suelo)				Contenido de Agua
	No.	Masa		Húmedo		Seco		Parcial	Promedio
		m1		m2		m3		w
	(-)	(g)		(g)		(g)		(%)
	92	7.51		79.1		59.29		38.26	31.41
	461	6.98		50.79		42.15		24.57
Hoja2
	DATOS DE LA MUESTRA				CONTENIDO DE AGUA-NORMA ASTM D 2216
	Lado	Área	Altura	Volumen	Recipiente		Masa recipiente + suelo húmedo	Masa recipiente + suelo seco	Contenido de agua
	mm	cm^2	mm	cm^3	No.	Masa			Parcial	Promedio
	51.1	26.11	25	65.28		m1	m2	m3	w	w
	Masa Inicial	Masa Final	Densidad	Gs		g	g	g	%	%
	g	g	g/cm^3							25.77
	110.27	87.68	1.34	2.58
	ESFUERZO NORMAL
	Carga Total(P)		kg	133.09		Esfuerzo Normal (σ)		kPa	50		0.5	kg/cm2
	ENSAYO DE LA MUESTRA
		Deformaciones				Carga		Desplazamiento Lateral Relativo	Esfuerzo Cortante
		Horizontal		Normal					τ
		Lectura	mm	Lectura	mm	Lectura	N	%	kPa
		0.01		0.001		0.8822
	Aplicación de la carga	0	0.00	0	0.00000	0	0.0000	0.00	0.0000
		0	0.00	22	0.55880	0	0.0000	0.00	0.0000
	Corte	0	0.00	22	0.55880	0	0.0000	0.00	0.0000		0.0000
		50	0.50	23	0.58420	70	605.8067	9.09	23.2002		23.2002
		100	1.00	21	0.53340	80	692.3506	18.18	26.5145		26.5145
		150	1.50	21	0.53340	88	761.5856	27.27	29.1660		29.1660
		200	2.00	19	0.48260	90	778.8944	36.36	29.8289		29.8289
		250	2.50	17	0.43180	92	796.2031	45.45	30.4917		30.4917
		300	3.00	16	0.40640	92	796.2031	54.55	30.4917		30.4917
		350	3.50	14	0.35560	92	796.2031	63.64	30.4917		30.4917
		400	4.00	12	0.30480	92	796.2031	72.73	30.4917		30.4917
		450	4.50	10	0.25400	91	787.5488	81.82	30.1603		30.1603
		500	5.00	9	0.22860	90	778.8944	90.91	29.8289		29.8289
		550	5.50	7	0.17780	90	778.8944	100.00	29.8289		29.8289
				Def. h. max.	5.50
			Esfuerzo Cortante Máximo			kPa	30.4917
	DATOS DE LA MUESTRA				CONTENIDO DE AGUA-NORMA ASTM D 2216
	Lado	Área	Altura	Volumen	Recipiente		Masa recipiente + suelo húmedo	Masa recipiente + suelo seco	Contenido de agua
	mm	cm^2	mm	cm^3	No.	Masa			Parcial	Promedio
	51.1	26.11	25	65.28		m1	m2	m3	w	w
	Masa Inicial	Masa Final	Densidad	Gs		g	g	g	%	%		50	30.4917
	g	g	g/cm^3		179	7.78	68.03	62.35		26.61		100	49.715
	110.66	87.401	1.34	2.58	373	5.67	76.52	55.28				200	87.829
				2
	ESFUERZO NORMAL
	Carga Total(P)		kg	266.18		Esfuerzo Normal (σ)		kPa	100		1	kg/cm2
	ENSAYO DE LA MUESTRA
		Deformaciones				Carga		Desplazamiento Lateral Relativo	Esfuerzo Cortante
		Horizontal		Normal					τ
		Lectura	mm	Lectura	mm	Lectura	N	%	kPa
		0.01		0.001		0.8822
	Aplicación de la carga	0	0.000	0	0.000	0	0	0	0
		0	0.000	6	0.152	0	0	0	0
	Corte	0	0.000	6	0.152	0	0	0	0		0.00
		50	0.500	10	0.254	100	865.438	9.091	33.143		33.14
		100	1.000	10	0.254	120	1038.526	18.182	39.772		39.77
		150	1.500	8	0.203	140	1211.613	27.273	46.400		46.40
		200	2.000	6	0.152	148	1280.849	36.364	49.052		49.05
		250	2.500	5	0.127	150	1298.157	45.455	49.715		49.71
		300	3.000	3	0.076	148	1280.849	54.545	49.052		49.05
		350	3.500	1	0.025	147	1272.194	63.636	48.720		48.72
		400	4.000	0	0.000	147	1272.194	72.727	48.720		48.72
		450	4.500	-1	-0.025	146	1263.540	81.818	48.389		48.39
		500	5.000	-2	-0.051	146	1263.540	90.909	48.389		48.39
		550	5.500	-3	-0.076	146	1263.540	100.000	48.389		48.39
				Def. h. max.	5.50
			Esfuerzo Cortante Máximo			kPa	49.715
	DATOS DE LA MUESTRA				CONTENIDO DE AGUA-NORMA ASTM D 2216
	Lado	Área	Altura	Volumen	Recipiente		Masa recipiente + suelo húmedo	Masa recipiente + suelo seco	Contenido de agua
	mm	cm^2	mm	cm^3	No.	Masa			Parcial	Promedio
	51.1	26.11	25	65.28		m1	m2	m3	w	w
	Masa Inicial	Masa Final	Densidad	Gs		g	g	g	%	%
	g	g	g/cm^3							31.41
	110.27	83.912	1.29	2.58
	ESFUERZO NORMAL
	Carga Total(P)		kg	52.22		Esfuerzo Normal (σ)		kPa	200		2	kg/cm2
	ENSAYO DE LA MUESTRA
		Deformaciones				Carga		Desplazamiento Lateral Relativo	Esfuerzo Cortante
		Horizontal		Normal					τ
		Lectura	mm	Lectura	mm	Lectura	N	%	kPa
		0.01		0.001		0.8822
	Aplicación de la carga	0	0.00	0	0.00000	0	0.000	0.00	0.000
		0	0.00	10	0.25400	0	0.000	0.00	0.000
	Corte	0	0.00	10	0.25400	0	0.000	0.00	0.000		0.000
		50	0.50	13	0.33020	210	1817.420	9.09	69.601		69.601
		100	1.00	12	0.30480	250	2163.596	18.18	82.858		82.858
		150	1.50	10	0.25400	264	2284.757	27.27	87.498		87.498
		200	2.00	8	0.20320	265	2293.411	36.36	87.829		87.829
		250	2.50	6	0.15240	264	2284.757	45.45	87.498		87.498
		300	3.00	5	0.12700	263	2276.102	54.55	87.167		87.167
		350	3.50	4	0.10160	262	2267.448	63.64	86.835		86.835
		400	4.00	3	0.07620	253	2189.559	72.73	83.852		83.852
		450	4.50	2	0.05080	247	2137.632	81.82	81.864		81.864
		500	5.00	2	0.05080	245	2120.324	90.91	81.201		81.201
		550	5.50	1	0.02540	244	2111.669	100.00	80.869		80.869
				Def. h. max.	5.50
			Esfuerzo Cortante Máximo			kPa	87.829
M1:0.5	
0	9.0909090909090917	18.181818181818183	27.272727272727273	36.363636363636367	45.454545454545453	54.545454545454547	63.636363636363633	72.727272727272734	81.818181818181813	90.909090909090907	0	23.200230544460229	26.514549193668834	29.166004113035719	29.828867842877436	30.491731572719161	30.491731572719161	30.491731572719161	30.491731572719161	30.160299707798298	29.828867842877436	M2:1	
0	9.0909090909090917	18.181818181818183	27.272727272727273	36.363636363636367	45.454545454545453	54.545454545454547	63.636363636363633	72.727272727272734	81.818181818181813	90.909090909090907	100	0	33.143186492086045	39.771823790503248	46.40046	1088920459	49.051916008287343	49.71477973812906	49.051916008287343	48.720484143366484	48.720484143366484	48.389052278445625	48.389052278445625	48.389052278445625	M3:2	
0	9.0909090909090917	18.181818181818183	27.272727272727273	36.363636363636367	45.454545454545453	54.545454545454547	63.636363636363633	72.727272727272734	81.818181818181813	90.909090909090907	100	0	69.600691633380691	82.857966230215098	87.498012339107149	87.829444204028022	87.498012339107149	87.16658047418629	86.835148609265431	83.852261824977688	81.863670635452536	81.200806905610818	80.86937504068996	Dezplazamiento Lateral Relativo (%)
Esfuerzo cortante KPa
M1 0.5	0	9.0909090909090917	18.181818181818183	27.272727272727273	36.363636363636367	45.454545454545453	54.545454545454547	63.636363636363633	72.727272727272734	81.818181818181813	90.909090909090907	0.55879999999999996	0.58419999999999994	0.53339999999999999	0.53339999999999999	0.48259999999999997	0.43180000000000002	0.40639999999999998	0.35559999999999997	0.30480000000000002	0.254	0.22860000000000003	M2 1	0	9.0909090909090917	18.181818181818183	27.272727272727273	36.363636363636367	45.454545454545453	54.545454545454547	63.636363636363633	72.727272727272734	81.818181818181813	90.909090909090907	100	0.15240000000000001	0.254	0.254	0.20319999999999999	0.15240000000000001	0.127	7.6200000000000004E-2	2.5399999999999999E-2	0	-2.5399999999999999E-2	-5.0799999999999998E-2	-7.6200000000000004E-2	M3 2	0	9.0909090909090917	18.181818181818183	27.272727272727273	36.363636363636367	45.454545454545453	54.545454545454547	63.636363636363633	72.727272727272734	81.818181818181813	90.909090909090907	100	0.254	0.33019999999999999	0.30480000000000002	0.254	0.20319999999999999	0.15240000000000001	0.127	0.1016	7.6200000000000004E-2	5.0799999999999998E-2	5.0799999999999998E-2	2.5399999999999999E-2	Dezplazamiento Lateral Relativo (%)
Dezplazamiento Normal (mm)
CORTANTE VS NORMAL	
50	100	200	30.491731572719161	49.71477973812906	87.829444204028022