suelos
5
ENSAYO TRIAXIAL DIAL DEFORM ESPECIMEN 1 2 3 DIAMETRO cm 6.04 6.08 6.01 De ALTO cm 12.1 12.05 12.7 0 PESO HUMEDO gr 524.29 527.8 525.59 750 HUMEDAD % 12.2 11.8 12.7 TEST 1 CAMARA 0.5 cm LDD LDC U E A' 0 0 0 0 0 28.6525816 50 3 0.006 0.0127 0.00104959 28.6826866 100 6 0.012 0.0254 0.00209917 28.7128549 150 10 0.02 0.0381 0.00314876 28.7430867 200 14 0.028 0.0508 0.00419835 28.7733823 250 19 0.038 0.0635 0.00524793 28.8037418 300 23 0.046 0.0762 0.00629752 28.8341654 350 26 0.052 0.0889 0.00734711 28.8646533 400 29 0.058 0.1016 0.00839669 28.8952058 450 33 0.066 0.1143 0.00944628 28.9258231 500 37 0.074 0.127 0.01049587 28.9565053 550 41 0.082 0.1397 0.01154545 28.9872526 600 41 0.082 0.1524 0.01259504 29.0180654 650 39 0.078 0.1651 0.01364463 29.0489437 TEST 2 CAMARA 1.5 cm LDD LDC U E A' 0 0 0 0 0 29.0333427 50 4 0.02 0.0127 0.00105394 29.0639744 100 8 0.04 0.0254 0.00210788 29.0946709 150 14 0.07 0.0381 0.00316183 29.1254322 200 20 0.1 0.0508 0.00421577 29.1562587 250 27 0.135 0.0635 0.00526971 29.1871505 300 32 0.16 0.0762 0.00632365 29.2181078 350 36 0.18 0.0889 0.00737759 29.2491309 400 41 0.205 0.1016 0.00843154 29.2802199 450 46 0.23 0.1143 0.00948548 29.311375 500 52 0.26 0.127 0.01053942 29.3425966 550 51 0.255 0.1397 0.01159336 29.3738847 600 50 0.25 0.1524 0.0126473 29.4052396 650 46 0.23 0.1651 0.01370124 29.4366616 ∆ ∆
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mecánica de suelos ii
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ENSAYO TRIAXIAL DIAL DEFORMACION: ESPECIMEN 1 2 3 ANILLO DE CARGADIAMETRO cm 6.04 6.08 6.01 De AALTO cm 12.1 12.05 12.7 0 750PESO HUMEDO gr 524.29 527.8 525.59 750 1600HUMEDAD % 12.2 11.8 12.7
TEST 1CAMARA 0.5 cm
LDD LDC U E A' Fa0 0 0 0 0 28.6525816 0
50 3 0.006 0.0127 0.00104959 28.6826866 1.458100 6 0.012 0.0254 0.00209917 28.7128549 2.916150 10 0.02 0.0381 0.00314876 28.7430867 4.86200 14 0.028 0.0508 0.00419835 28.7733823 6.804250 19 0.038 0.0635 0.00524793 28.8037418 9.234300 23 0.046 0.0762 0.00629752 28.8341654 11.178350 26 0.052 0.0889 0.00734711 28.8646533 12.636400 29 0.058 0.1016 0.00839669 28.8952058 14.094450 33 0.066 0.1143 0.00944628 28.9258231 16.038500 37 0.074 0.127 0.01049587 28.9565053 17.982550 41 0.082 0.1397 0.01154545 28.9872526 19.926600 41 0.082 0.1524 0.01259504 29.0180654 19.926650 39 0.078 0.1651 0.01364463 29.0489437 18.954
TEST 2CAMARA 1.5 cm
LDD LDC U E A' Fa0 0 0 0 0 29.0333427 0
50 4 0.02 0.0127 0.00105394 29.0639744 1.944100 8 0.04 0.0254 0.00210788 29.0946709 3.888150 14 0.07 0.0381 0.00316183 29.1254322 6.804200 20 0.1 0.0508 0.00421577 29.1562587 9.72250 27 0.135 0.0635 0.00526971 29.1871505 13.122300 32 0.16 0.0762 0.00632365 29.2181078 15.552350 36 0.18 0.0889 0.00737759 29.2491309 17.496400 41 0.205 0.1016 0.00843154 29.2802199 19.926450 46 0.23 0.1143 0.00948548 29.311375 22.356500 52 0.26 0.127 0.01053942 29.3425966 25.272550 51 0.255 0.1397 0.01159336 29.3738847 24.786600 50 0.25 0.1524 0.0126473 29.4052396 24.3650 46 0.23 0.1651 0.01370124 29.4366616 22.356
TEST 3CAMARA 2 cm
∆𝐿
∆𝐿
∆𝐿
LDD LDC U E A' Fa0 0 0 0 0 28.3686602 0
50 6 0.05 0.0127 0.001 28.3970573 2.916100 11 0.1 0.0254 0.002 28.4255112 5.346150 19 0.17 0.0381 0.003 28.4540223 9.234200 27 0.24 0.0508 0.004 28.4825906 13.122250 36 0.32 0.0635 0.005 28.5112163 17.496300 44 0.4 0.0762 0.006 28.5398996 21.384350 49 0.44 0.0889 0.007 28.5686407 23.814400 55 0.5 0.1016 0.008 28.5974397 26.73450 63 0.57 0.1143 0.009 28.6262969 30.618500 70 0.63 0.127 0.01 28.6552123 34.02550 70 0.63 0.1397 0.011 28.6841863 34.02600 69 0.62 0.1524 0.012 28.7132188 33.534650 66 0.59 0.1651 0.013 28.7423102 32.076
∆𝐿
0.0001ANILLO DE CARGA
Cte Unid0.486 kg/div velocidad 0.1 mm/min0.649 kg/div
00.05083206
0.10155730.169084140.236468550.320583350.387665110.437767250.487762570.554452680.621000350.687405610.68667569
0.652485
ENSAYO u fallaA 0.5 0.68740561 0.082 1.18740561B 1.5 0.86127347 0.26 2.36127347
0 C 2 1.18721856 0.63 3.187218560.066886930.133632720.233610270.33337611
0.44958140.532272660.598171620.680527680.762707310.861273470.843810760.826383330.75946112
𝜎𝑎
𝜎𝑏
𝜎c
0 0.002 0.004 0.006 0.008 0.01 0.012 0.014 0.0160
0.2
0.4
0.6
0.8
1
1.2
1.4
Chart Title
𝜎a𝜎b𝜎c
Axis Title
Axis
Title
𝜎3 𝜎𝑎 𝑚𝑎𝑥 𝜎1 𝜎3′
00.10268670.1880705
0.324523540.460702480.613653230.749266830.833571340.93469906
1.0695761.187218561.186019351.167894141.11598545
𝜎c
0.418 1.105405611.24 2.101273471.37 2.55721856
0 0.002 0.004 0.006 0.008 0.01 0.012 0.014 0.0160
0.2
0.4
0.6
0.8
1
1.2
1.4
Chart Title
𝜎a𝜎b𝜎c
Axis Title
Axis
Title
𝜎3′ 𝜎1′
