Estabilidade de Taludes e Projeto e Compactação de Aterros

FS = \\frac{1}{\\sum W \\tan \\alpha} \\sum [c'x b + (W - u \\times b) \\tan \\phi] \\frac{\\sec^2 \\alpha}{1 + \\tan \\alpha \\tan \\phi} \\, FS FS = E_0 - E_t + \\sum [W + (X_{n-1} - X_n)] \\tan \\alpha \\sum [c'x b + (W + (X_{n-1} - X_n) - u \\times b) \\tan \\phi] \\frac{\\sec^2 \\alpha}{\\tan \\alpha \\tan \\phi}{1 + \\frac{1}{FS}} c\\alpha \\cdot (W \\cos \\alpha - \\mu \\cdot I) \\tan \\phi' - W \\sin \\alpha Q = \\frac{FS}{FS} \\cos (\\alpha - \\theta) \\times \\left( 1 + \\tan \\phi' \\times \\tan (\\alpha - \\theta) \\frac{FS}{FS} \\right)\n\nc' b \\sec \\alpha \\cdot (W \\cos \\alpha - U) \\tan \\phi' - W \\sin \\alpha Q = \\frac{FS}{FS} \\cos (\\alpha - \\theta) \\times \\left( 1 + \\tan \\phi' \\times \\tan (\\alpha - \\theta) \\frac{FS}{FS} \\right) Talude 1,54:1 (H:V)\nR = 9,5 m\nSuperficie de ruptura\nN.A.\nValores de poropressão na base\n\n6,0 m\n\n0 1.5 m 2 3 4 5 6 8 9 10 11 12 16 19 17\n| | | | | | | | | | | | | | | | | Solo 1 - Solo sedimentar\nSolo 2 - Gnaisse alterado\nSolo 3 - Gnaisse são\nNivel piezométrico\nSuperficie de ruptura\n200 m\nRio\n1ª Rachadura\nElevação 845 m\n795 m\n745 m\n695 m Experimental x Método de Osman E.T. Al.