Factor de Seguridad de Triaxial
2
DATOS DEL ENSAYO TRIAXIAL UU DE LA PRACTICA I PARA CIMENTACION ɣ = 1.93 Ton/m3 C = 10.6 kg/cm2 Ø = 10° ANGULO CENTRAL = 95.8° RADIO = 19 LONG. DE ARCO = 31.8 m Wi (Ton) SEN Ɵi COS Ɵi ΔLi (m) 1 2.7 0.83 4.41 -15.9 -0.2740 -1.2096 0.9617 4.2457 3.0 2 2.7 2.28 12.13 -6.0 -0.1045 -1.2673 0.9945 12.0606 3.0 3 2.8 3.45 19.03 4.4 0.0767 1.4596 0.9971 18.9750 3.5 4 2.8 4.34 23.94 15.3 0.2639 6.3176 0.9646 23.0920 3.5 5 2.8 4.88 26.92 26.5 0.4462 12.0108 0.8950 24.0917 4.0 6 3.5 5.04 34.75 39.1 0.6307 21.9173 0.7760 26.9666 4.0 7 3.5 4.54 31.30 53.5 0.8039 25.1647 0.5948 18.6192 5.0 8 3.2 1.94 12.23 67.8 0.9259 11.3235 0.3778 4.6204 5.8 Ʃ= 75.7167 132.6712 31.8 DOVELA N° ANCHO DE LA DOVELA (m) ALTURA PROMEDIO (m) ANGULO Ɵi Wi SEN Ɵi (Ton.) Wi COS Ɵi (Ton.)
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Transcript of Factor de Seguridad de Triaxial
Hoja1DATOS DEL ENSAYO TRIAXIAL UU DE LA PRACTICA I PARA
CIMENTACION=1.93Ton/m3C=10.6kg/cm2=10ANGULO
CENTRAL=95.8RADIO=19LONG. DE ARCO=31.8mDOVELA NANCHO DE LA DOVELA
(m)ALTURA PROMEDIO (m)Wi (Ton)ANGULO iSEN iWi SEN i (Ton.)COS iWi
COS i (Ton.)Li (m)Ni
(Ton.)12.70.834.41-15.9-0.2740-1.20960.96174.24573.04.245722.72.2812.13-6.0-0.1045-1.26730.994512.06063.012.060632.83.4519.034.40.07671.45960.997118.97503.518.975042.84.3423.9415.30.26396.31760.964623.09203.523.092052.84.8826.9226.50.446212.01080.895024.09174.024.091763.55.0434.7539.10.630721.91730.776026.96664.026.966673.54.5431.3053.50.803925.16470.594818.61925.018.619283.21.9412.2367.80.925911.32350.37784.62045.84.6204=75.7167132.671231.8132.6712
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