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ESTABILIDADE DE TALUDES - TRATAMENTO DE RSU - APLICAÇÃO DE MÉTODOS
Esta é uma pré-visualização de arquivo. Entre para ver o arquivo original
* * * ESTABILIDADE DOS TALUDES * * * Principais métodos Equilíbrio limite Análise limite Tensão X Deformação Etc. * * * EQUILÍBRIO LIMITE Dificuldades - Parâmetros de resistência dos resíduos - Poro-pressões nos resíduos, tanto na fase líquida, quanto na fase gasosa (SISTEMAS DE DRENAGEM DE GASES E PERCOLADOS TEM QUE FUNCIONAR BEM) * * * Métodos de Equilíbrio Limite Método de Bishop Método de Fellenius Métodos Sueco ou das Fatias Método do Círculo de Atrito Método de Bishop Simplificado Método de Morgenstern-Price Método das Cunhas * * * Métodos Sueco (das Fatias) (das lamelas) ou * * * * * * * * * Método de Fellenius * * * Graves erros devido a incorreta consideração das poro-pressões. No talude submerso, FF = 1,1 e FM-P =2. A expressão do coeficiente de segurança, para altos valores de u Pode resultar em N’ < 0! * * * Método de Bishop Simplificado * * * Procura do fator de segurança mínimo Tentam-se várias superfícies, geralmente arbitrando-se diferentes centros e para cada centro vários raios * * * MÉTODOS DE BISHOP SIMPLIFICADO é o mais usado * * * Ru = u/ gh = 0 Seção Crítica - VRB * * * - Comportamento Típico de Ensaios Triaxiais e de Cisalhamento Direto não apresenta ruptura bem definida RESISTÊNCIA - “Parâmetros de Resistência” dependem do nível de deformação - Coesão depende do “reforço” provocado pelos materiais fibrosos, que aumenta com a deformaçao - Parâmetros de Resistência dependem da Idade e daCompactação do Lixo * * * * * * Valores de Parâmetros de Resistência Grissolia & Napoleoni, 1998 * * * Envoltórias de Resistência Sugeridas Coesão (c) = 13kPa Ângulo de Atrito (f) = 31o Gráf1 20 24 13 20 24 13.600860619 20 24 14.2017212381 20 24 14.8025818571 20 24 15.4034424761 20 24 16.0043030951 20 24 16.6051637142 20 24 17.2060243332 20 24 17.8068849522 20 24 18.4077455712 20 24 19.0086061903 20 24 19.6094668093 20 24 20.2103274283 20 24 20.8111880474 20 24 21.4120486664 20 24 22.0129092854 20 24 22.6137699044 20 24 23.2146305235 20 24 23.8154911425 20 24 24.4163517615 20 24 25.0172123806 20.7812856265 24 25.6180729996 21.562571253 24 26.2189336186 22.3438568795 24 26.8197942376 23.125142506 24 27.4206548567 23.9064281325 24 28.0215154757 24.687713759 24 28.6223760947 25.4689993855 24 29.2232367137 26.2502850121 24 29.8240973328 27.0315706386 24 30.4249579518 27.8128562651 24 31.0258185708 28.5941418916 24.6494075932 31.6266791899 29.3754275181 25.2988151864 32.2275398089 30.1567131446 25.9482227796 32.8284004279 30.9379987711 26.5976303728 33.4292610469 31.7192843976 27.247037966 34.030121666 32.5005700241 27.8964455592 34.630982285 33.2818556506 28.5458531524 35.231842904 34.0631412771 29.1952607456 35.832703523 34.8444269036 29.8446683388 36.4335641421 35.6257125301 30.494075932 37.0344247611 36.4069981566 31.1434835252 37.6352853801 37.1882837831 31.7928911184 38.2361459992 37.9695694097 32.4422987116 38.8370066182 38.7508550362 33.0917063048 39.4378672372 39.5321406627 33.741113898 40.0387278562 40.3134262892 34.3905214912 40.6395884753 41.0947119157 35.0399290844 41.2404490943 41.8759975422 35.6893366776 41.8413097133 42.6572831687 36.3387442708 42.4421703324 43.4385687952 36.988151864 43.0430309514 44.2198544217 37.6375594571 43.6438915704 45.0011400482 38.2869670503 44.2447521894 45.7824256747 38.9363746435 44.8456128085 46.5637113012 39.5857822367 45.4464734275 47.3449969277 40.2351898299 46.0473340465 48.1262825542 40.8845974231 46.6481946655 48.9075681807 41.5340050163 47.2490552846 49.6888538073 42.1834126095 47.8499159036 50.4701394338 42.8328202027 48.4507765226 51.2514250603 43.4822277959 49.0516371417 57.0249277522 49.9763037279 55.0602433319 62.7984304441 56.4703796599 61.0688495222 68.571933136 62.9644555919 67.0774557125 74.3454358279 69.4585315238 73.0860619028 103.2129492873 101.9289111837 103.1290928541 132.0804627468 134.3992908436 133.1721238055 160.9479762063 166.8696705035 163.2151547569 189.8154896658 199.3400501633 193.2581857083 van Impe (1998) Kavazanjian et al. (1995) Authors Tensão Normal (kPa) Tensão Desviadora (kPa) Plan1 Kavazanjian et al. (1995) van Impe. (1995) Azevedo s t s t s t 0 24.0 0 20.0 0 13.0 1 24.0 1 20.0 1 13.6 2 24.0 2 20.0 2 14.2 3 24.0 3 20.0 3 14.8 4 24.0 4 20.0 4 15.4 5 24.0 5 20.0 5 16.0 6 24.0 6 20.0 6 16.6 7 24.0 7 20.0 7 17.2 8 24.0 8 20.0 8 17.8 9 24.0 9 20.0 9 18.4 10 24.0 10 20.0 10 19.0 11 24.0 11 20.0 11 19.6 12 24.0 12 20.0 12 20.2 13 24.0 13 20.0 13 20.8 14 24.0 14 20.0 14 21.4 15 24.0 15 20.0 15 22.0 16 24.0 16 20.0 16 22.6 17 24.0 17 20.0 17 23.2 18 24.0 18 20.0 18 23.8 19 24.0 19 20.0 19 24.4 20 24.0 20 20.0 20 25.0 21 24.0 21 20.8 21 25.6 22 24.0 22 21.6 22 26.2 23 24.0 23 22.3 23 26.8 24 24.0 24 23.1 24 27.4 25 24.0 25 23.9 25 28.0 26 24.0 26 24.7 26 28.6 27 24.0 27 25.5 27 29.2 28 24.0 28 26.3 28 29.8 29 24.0 29 27.0 29 30.4 30 24.0 30 27.8 30 31.0 31 24.6 31 28.6 31 31.6 32 25.3 32 29.4 32 32.2 33 25.9 33 30.2 33 32.8 34 26.6 34 30.9 34 33.4 35 27.2 35 31.7 35 34.0 36 27.9 36 32.5 36 34.6 37 28.5 37 33.3 37 35.2 38 29.2 38 34.1 38 35.8 39 29.8 39 34.8 39 36.4 40 30.5 40 35.6 40 37.0 41 31.1 41 36.4 41 37.6 42 31.8 42 37.2 42 38.2 43 32.4 43 38.0 43 38.8 44 33.1 44 38.8 44 39.4 45 33.7 45 39.5 45 40.0 46 34.4 46 40.3 46 40.6 47 35.0 47 41.1 47 41.2 48 35.7 48 41.9 48 41.8 49 36.3 49 42.7 49 42.4 50 37.0 50 43.4 50 43.0 51 37.6 51 44.2 51 43.6 52 38.3 52 45.0 52 44.2 53 38.9 53 45.8 53 44.8 54 39.6 54 46.6 54 45.4 55 40.2 55 47.3 55 46.0 56 40.9 56 48.1 56 46.6 57 41.5 57 48.9 57 47.2 58 42.2 58 49.7 58 47.8 59 42.8 59 50.5 59 48.5 60 43.5 60 51.3 60 49.1 70 50.0 70 57.0 70 55.1 80 56.5 80 62.8 80 61.1 90 63.0 90 68.6 90 67.1 100 69.5 100 74.3 100 73.1 150 101.9 150 103.2 150 103.1 200 134.4 200 132.1 200 133.2 250 166.9 250 160.9 250 163.2 300 199.3 300 189.8 300 193.3 Plan1 van Impe (1998) Kavazanjian et al. (1995) Authors Tensão Normal (kPa) Tensão Desviadora (kPa) * * * MATERIAL E MÉTODOS Compactação do lixo na manilha. * * * MATERIAL E MÉTODOS Sistema de Carga * * * MATERIAL E MÉTODOS METODOLOGIA: A carga recebida pelo lixo (compactado) na manilha obedecia a seguinte equação: (01) (kN) * * * MATERIAL E MÉTODOS METODOLOGIA: Nas dez primeiras etapas, utilizou-se como reservatório um balde de 20 litros, no qual eram acrescentados a cada etapa de carregamento cerca de 2 litros de água. * * * MATERIAL E MÉTODOS METODOLOGIA: Nas sete etapas seguintes utilizou-se como reservatório uma caixa d’água de 500 litros, na qual a cada etapa de carregamento eram acrescentados 22 litros de água. * * * MATERIAL E MÉTODOS Vista frontal do ensaio * * * MATERIAL E MÉTODOS Vista geral do ensaio * * * MATERIAL E MÉTODOS Vista da sapata Sapata rígida de madeira (16 de diâmetro e 40 de altura) Eixo com papel milimetrado (ponto móvel de leitura) Régua graduada (ponto fixo de leitura) * * * MATERIAL E MÉTODOS METODOLOGIA: Os parâmetros de resistência foram obtidos através da fórmula de capacidade de carga desenvolvida por Terzaghi (1943): (02) (kPa) * * * MATERIAL E MÉTODOS METODOLOGIA: Neste ensaio, a cota de apoio da sapata é no nível zero, ou seja, na superfície, logo a tensão q é nula, e a equação (2) fica: (03) (kPa) * * * MATERIAL E MÉTODOS METODOLOGIA: Como a equação depende de dois parâmetros (c e f), arbitramos a coesão c e determinamos o valor do ângulo de atrito f em função da tensão de ruptura (qu) obtida no ensaio. * * * MATERIAL E MÉTODOS METODOLOGIA: Logo, dado um valor de qu, o valor do ângulo de atrito é determinado de tal forma que F(f) = 0. (04) * * * MATERIAL E MÉTODOS METODOLOGIA: (05) (06) * * * RESULTADOS RECALQUE X TEMPO Dados Etapas de Carregamento Carga (kgf ) Recalque (mm) Tempo (min) d (cm) Tensão (kPa) 1° carregamento 209.19 10.00 5 16 104.04 209.19 11.20 10 16 104.04 209.19 12.00 15 16 104.04 209.19 13.00 20 16 104.04 209.19 14.00 25 16 104.04 209.19 14.50 30 16 104.04 209.19 15.00 35 16 104.04 209.19 15.00 40 16 104.04 209.19 15.00 45 16 104.04 209.19 16.50 60 16 104.04 209.19 17.00 75 16 104.04 209.19 17.00 90 16 104.04 209.19 18.00 120 16 104.04 209.19 19.00 150 16 104.04 209.19 25.00 916 16 104.04 2° carregamento 218.29 25.40 938 16 108.57 218.29 26.00 943 16 108.57 218.29 26.00 948 16 108.57 218.29 26.00 953 16 108.57 218.29 26.50 968 16 108.57 218.29 27.00 983 16 108.57 218.29 27.00 998 16 108.57 218.29 27.00 1013 16 108.57 218.29 27.00 1043 16 108.57 218.29 27.00 1073 16 108.57 218.29 28.00 1291 16 108.57 218.29 28.00 1321 16 108.57 218.29 28.00 1351 16 108.57 218.29 28.00 1381 16 108.57 218.29 28.00 1411 16 108.57 218.29 28.00 1441 16 108.57 218.29 28.00 1471 16 108.57 218.29 29.50 2397 16 108.57 3° carregamento 227.39 30.50 2406 16 113.09 227.39 30.50 2411 16 113.09 227.39 30.50 2416 16 113.09 227.39 30.50 2421 16 113.09 227.39 30.50 2426 16 113.09 227.39 30.50 2441 16 113.09 227.39 30.50 2456 16 113.09 227.39 30.50 2471 16 113.09 227.39 30.50 2501 16 113.09 227.39 30.50 2531 16 113.09 227.39 31.00 2751 16 113.09 227.39 31.00 2781 16 113.09 227.39 31.00 2811 16 113.09 227.39 31.00 2841 16 113.09 227.39 31.00 2871 16 113.09 227.39 31.00 2901 16 113.09 227.39 32.00 3831 16 113.09 4° carregamento 236.49 33.00 3841 16 117.62 236.49 33.00 3846 16 117.62 236.49 33.00 3851 16 117.62 236.49 33.00 3856 16 117.62 236.49 33.00 3871 16 117.62 236.49 33.00 3886 16 117.62 236.49 33.00 3901 16 117.62 236.49 33.00 3916 16 117.62 236.49 33.00 3946 16 117.62 236.49 33.00 3976 16 117.62 236.49 33.00 4196 16 117.62 236.49 33.00 4226 16 117.62 236.49 33.00 4256 16 117.62 236.49 33.00 4286 16 117.62 236.49 33.00 4316 16 117.62 236.49 33.00 4346 16 117.62 236.49 34.00 5294 16 117.62 5° carregamento 245.59 34.50 5306 16 122.15 245.59 34.50 5311 16 122.15 245.59 34.50 5316 16 122.15 245.59 34.50 5321 16 122.15 245.59 34.50 5336 16 122.15 245.59 34.50 5351 16 122.15 245.59 34.50 5366 16 122.15 245.59 35.00 5381 16 122.15 245.59 35.00 5411 16 122.15 245.59 35.00 5441 16 122.15 245.59 35.00 5641 16 122.15 245.59 35.00 5671 16 122.15 245.59 35.00 5701 16 122.15 245.59 35.00 5731 16 122.15 245.59 35.00 5761 16 122.15 245.59 35.00 5791 16 122.15 245.59 37.00 6751 16 122.15 6° carregamento 254.69 37.00 6761 16 126.67 254.69 37.00 6766 16 126.67 254.69 37.00 6771 16 126.67 254.69 37.00 6776 16 126.67 254.69 37.00 6791 16 126.67 254.69 37.00 6806 16 126.67 254.69 37.00 6821 16 126.67 254.69 37.00 6836 16 126.67 254.69 37.30 6866 16 126.67 254.69 37.30 6896 16 126.67 254.69 37.50 7081 16 126.67 254.69 37.50 7111 16 126.67 254.69 37.50 7141 16 126.67 254.69 37.50 7171 16 126.67 254.69 37.50 7201 16 126.67 254.69 37.50 7231 16 126.67 254.69 39.00 8161 16 126.67 7° carregamento 263.79 39.50 8186 16 131.20 263.79 39.50 8191 16 131.20 263.79 39.50 8196 16 131.20 263.79 39.50 8201 16 131.20 263.79 39.50 8206 16 131.20 263.79 39.50 8221 16 131.20 263.79 39.50 8236 16 131.20 263.79 39.50 8251 16 131.20 263.79 39.70 8266 16 131.20 263.79 40.00 8296 16 131.20 263.79 40.00 8326 16 131.20 263.79 41.00 8431 16 131.20 263.79 41.00 8461 16 131.20 263.79 41.00 8491 16 131.20 263.79 41.00 8521 16 131.20 263.79 41.00 8551 16 131.20 263.79 41.00 8581 16 131.20 263.79 42.50 9566 16 131.20 8° carregamento 272.89 42.50 9581 16 135.72 272.89 43.00 9586 16 135.72 272.89 43.00 9591 16 135.72 272.89 43.00 9596 16 135.72 272.89 43.00 9601 16 135.72 272.89 43.00 9616 16 135.72 272.89 43.00 9631 16 135.72 272.89 43.50 9646 16 135.72 272.89 43.50 9661 16 135.72 272.89 43.50 9691 16 135.72 272.89 43.50 9721 16 135.72 272.89 44.00 9916 16 135.72 272.89 44.00 9946 16 135.72 272.89 44.00 9976 16 135.72 272.89 44.00 10006 16 135.72 272.89 44.00 10036 16 135.72 272.89 44.00 10066 16 135.72 272.89 45.50 11011 16 135.72 9° carregamento 281.99 45.50 11021 16 140.25 281.99 45.50 11026 16 140.25 281.99 45.50 11031 16 140.25 281.99 45.50 11036 16 140.25 281.99 45.50 11041 16 140.25 281.99 45.50 11056 16 140.25 281.99 45.50 11071 16 140.25 281.99 46.00 11086 16 140.25 281.99 46.00 11101 16 140.25 281.99 46.30 11131 16 140.25 281.99 46.30 11161 16 140.25 281.99 46.50 11361 16 140.25 281.99 46.50 11391 16 140.25 281.99 46.50 11421 16 140.25 281.99 46.50 11451 16 140.25 281.99 46.50 11481 16 140.25 281.99 46.50 11511 16 140.25 281.99 47.50 12461 16 140.25 10° carregamento 291.09 48.00 12481 16 144.78 291.09 48.00 12486 16 144.78 291.09 48.00 12491 16 144.78 291.09 48.00 12496 16 144.78 291.09 48.00 12501 16 144.78 291.09 48.00 12516 16 144.78 291.09 48.00 12531 16 144.78 291.09 48.00 12546 16 144.78 291.09 48.00 12561 16 144.78 291.09 48.00 12591 16 144.78 291.09 48.00 12621 16 144.78 291.09 48.50 12811 16 144.78 291.09 48.50 12841 16 144.78 291.09 48.50 12871 16 144.78 291.09 48.50 12901 16 144.78 291.09 48.50 12931 16 144.78 291.09 48.50 12961 16 144.78 291.09 50.50 13891 16 144.78 11° carregamento 391.19 53.00 13896 16 194.56 391.19 55.00 13901 16 194.56 391.19 55.50 13906 16 194.56 391.19 56.50 13911 16 194.56 391.19 56.50 13916 16 194.56 391.19 57.50 13931 16 194.56 391.19 58.50 13946 16 194.56 391.19 59.00 13961 16 194.56 391.19 59.50 13976 16 194.56 391.19 60.50 14006 16 194.56 391.19 60.50 14036 16 194.56 391.19 63.00 14246 16 194.56 391.19 63.00 14276 16 194.56 391.19 63.50 14306 16 194.56 391.19 63.50 14336 16 194.56 391.19 63.50 14366 16 194.56 391.19 63.50 14396 16 194.56 391.19 67.50 15326 16 194.56 12° carregamento 491.29 69.00 15336 16 244.35 491.29 69.50 15341 16 244.35 491.29 70.00 15346 16 244.35 491.29 71.00 15351 16 244.35 491.29 71.00 15356 16 244.35 491.29 72.00 15371 16 244.35 491.29 72.00 15386 16 244.35 491.29 73.00 15401 16 244.35 491.29 73.00 15416 16 244.35 491.29 74.00 15446 16 244.35 491.29 74.00 15476 16 244.35 491.29 76.50 15686 16 244.35 491.29 76.50 15716 16 244.35 491.29 77.00 15746 16 244.35 491.29 77.50 15776 16 244.35 491.29 77.50 15806 16 244.35 491.29 77.50 15836 16 244.35 491.29 81.50 16766 16 244.35 13° carregamento 591.39 85.00 16776 16 294.13 591.39 86.00 16781 16 294.13 591.39 86.00 16786 16 294.13 591.39 86.50 16791 16 294.13 591.39 87.00 16796 16 294.13 591.39 87.00 16811 16 294.13 591.39 88.00 16826 16 294.13 591.39 88.00 16841 16 294.13 591.39 89.00 16856 16 294.13 591.39 90.00 16886 16 294.13 591.39 90.00 16916 16 294.13 591.39 92.00 17126 16 294.13 591.39 92.50 17156 16 294.13 591.39 93.00 17186 16 294.13 591.39 93.00 17216 16 294.13 591.39 93.00 17246 16 294.13 591.39 93.50 17276 16 294.13 591.39 98.00 18206 16 294.13 14° carregamento 691.49 101.00 18216 16 343.92 691.49 102.00 18221 16 343.92 691.49 102.00 18226 16 343.92 691.49 102.50 18231 16 343.92 691.49 102.50 18236 16 343.92 691.49 103.00 18251 16 343.92 691.49 104.00 18266 16 343.92 691.49 104.00 18281 16 343.92 691.49 104.80 18296 16 343.92 691.49 105.00 18326 16 343.92 691.49 106.00 18356 16 343.92 691.49 109.00 18566 16 343.92 691.49 109.00 18596 16 343.92 691.49 109.50 18626 16 343.92 691.49 110.00 18656 16 343.92 691.49 110.00 18686 16 343.92 691.49 110.00 18716 16 343.92 691.49 115.00 19646 16 343.92 15° carregamento 791.59 118.00 19651 16 393.70 791.59 119.00 19656 16 393.70 791.59 119.00 19661 16 393.70 791.59 119.50 19666 16 393.70 791.59 120.00 19671 16 393.70 791.59 120.50 19686 16 393.70 791.59 121.00 19701 16 393.70 791.59 121.50 19716 16 393.70 791.59 122.00 19731 16 393.70 791.59 122.50 19761 16 393.70 791.59 123.00 19791 16 393.70 791.59 125.00 19996 16 393.70 791.59 125.50 20026 16 393.70 791.59 126.00 20056 16 393.70 791.59 126.50 20086 16 393.70 791.59 127.00 20116 16 393.70 791.59 127.00 20146 16 393.70 791.59 132.00 21076 16 393.70 16° carregamento 891.69 135.00 21081 16 443.49 891.69 135.00 21086 16 443.49 891.69 135.50 21091 16 443.49 891.69 136.00 21096 16 443.49 891.69 136.00 21101 16 443.49 891.69 137.00 21116 16 443.49 891.69 137.50 21131 16 443.49 891.69 138.00 21146 16 443.49 891.69 138.00 21161 16 443.49 891.69 138.50 21191 16 443.49 891.69 139.00 21221 16 443.49 891.69 140.50 21431 16 443.49 891.69 140.50 21461 16 443.49 891.69 140.50 21491 16 443.49 891.69 141.00 21521 16 443.49 891.69 141.00 21551 16 443.49 891.69 141.50 21581 16 443.49 891.69 144.50 22516 16 443.49 17° carregamento 991.79 146.00 22521 16 493.28 991.79 146.50 22526 16 493.28 991.79 147.00 22531 16 493.28 991.79 147.00 22536 16 493.28 991.79 147.00 22541 16 493.28 991.79 147.50 22556 16 493.28 991.79 148.00 22571 16 493.28 991.79 148.00 22586 16 493.28 991.79 148.00 22601 16 493.28 991.79 149.00 22631 16 493.28 991.79 149.00 22661 16 493.28 991.79 151.50 22871 16 493.28 991.79 151.50 22901 16 493.28 991.79 152.00 22931 16 493.28 991.79 152.00 22961 16 493.28 991.79 152.00 22991 16 493.28 991.79 152.50 23021 16 493.28 991.79 158.00 23956 16 493.28 Recalque x Tempo 10 25.4 30.5 33 34.5 37 39.5 42.5 45.5 48 53 69 85 101 118 135 146 11.2 26 30.5 33 34.5 37 39.5 43 45.5 48 55 69.5 86 102 119 135 146.5 12 26 30.5 33 34.5 37 39.5 43 45.5 48 55.5 70 86 102 119 135.5 147 13 26 30.5 33 34.5 37 39.5 43 45.5 48 56.5 71 86.5 102.5 119.5 136 147 14 26.5 30.5 33 34.5 37 39.5 43 45.5 48 56.5 71 87 102.5 120 136 147 14.5 27 30.5 33 34.5 37 39.5 43 45.5 48 57.5 72 87 103 120.5 137 147.5 15 27 30.5 33 34.5 37 39.5 43 45.5 48 58.5 72 88 104 121 137.5 148 15 27 30.5 33 35 37 39.5 43.5 46 48 59 73 88 104 121.5 138 148 15 27 30.5 33 35 37.3 39.7 43.5 46 48 59.5 73 89 104.8 122 138 148 16.5 27 30.5 33 35 37.3 40 43.5 46.3 48 60.5 74 90 105 122.5 138.5 149 17 28 31 33 35 37.5 40 43.5 46.3 48 60.5 74 90 106 123 139 149 17 28 31 33 35 37.5 41 44 46.5 48.5 63 76.5 92 109 125 140.5 151.5 18 28 31 33 35 37.5 41 44 46.5 48.5 63 76.5 92.5 109 125.5 140.5 151.5 19 28 31 33 35 37.5 41 44 46.5 48.5 63.5 77 93 109.5 126 140.5 152 25 28 31 33 35 37.5 41 44 46.5 48.5 63.5 77.5 93 110 126.5 141 152 28 31 33 35 37.5 41 44 46.5 48.5 63.5 77.5 93 110 127 141 152 28 32 34 37 39 41 44 46.5 48.5 63.5 77.5 93.5 110 127 141.5 152.5 29.5 42.5 45.5 47.5 50.5 67.5 81.5 98 115 132 144.5 158 1° Carregamento 2° Carregamento 3° Carregamento 4° Carregamento 5° Carregamento 6° Carregamento 7° Carregamento 8° Carregamento 9° Carregamento 10° Carregamento 11° Carregamento 12° Carregamento 13° Carregamento 14° Carregamento 15° Carregamento 16° Carregamento 17° Carregamento Tempo (minutos) Recalque (mm) Carga x Recalque 25 29.5 32 34 37 39 42.5 45.5 47.5 50.5 67.5 81.5 98 115 132 144.5 158 Carga (kgf) Recalque (mm) Carga X Recalque Tensão x Deslocamento 104.0425704544 108.5685391485 113.0945078427 117.6204765369 122.1464452311 126.6724139252 131.1983826194 135.7243513136 140.2503200078 144.7762887019 194.5619443379 244.3475999738 294.1332556097 343.9189112457 393.7045668816 443.4902225175 493.2758781535 Deslocamento (mm) Tensão (kPa) qu = 493,28 (c=0 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -493.28 5 0.09 7.34 0.08 -493.23 10 0.17 9.60 0.43 -493.04 15 0.26 12.86 1.34 -492.52 20 0.35 17.69 3.45 -491.34 25 0.44 25.13 8.21 -488.68 30 0.52 37.16 19.11 -482.57 35 0.61 57.75 45.27 -467.93 40 0.70 95.66 113.02 -429.99 45 0.79 172.29 309.26 -320.09 46 0.80 196.22 384.03 -278.22 47 0.82 224.55 479.83 -224.57 48 0.84 258.29 603.57 -155.27 49 0.86 298.72 764.82 -64.97 49.5 0.86 321.95 863.50 -9.72 49.55 0.86 324.39 874.14 -3.76 49.56 0.86 324.89 876.29 -2.555 49.57 0.87 325.38 878.44 -1.349 f1 49.5700 49.58 0.87 325.87 880.60 -0.141 49.58046875 0.87 325.90 880.70 -0.08 49.5809375 0.87 325.92 880.80 -0.03 49.5810546875 0.87 325.93 880.83 -0.01 493.28 kPa 7.00 kN/m³ 49.581171875 0.87 325.93 880.85 0.00 49.58125 0.87 325.94 880.87 0.01 B = 0.16 m c = 0 kPa 49.9 0.87 342.20 952.96 40.38 50 0.87 347.51 976.95 53.82 qu = 493,28 (c=0 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu = 493,28 (c=5 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -493.28 5 0.09 7.34 0.08 -456.55 10 0.17 9.60 0.43 -445.01 15 0.26 12.86 1.34 -428.22 20 0.35 17.69 3.45 -402.89 25 0.44 25.13 8.21 -363.00 30 0.52 37.16 19.11 -296.76 35 0.61 57.75 45.27 -179.16 36 0.63 63.53 54.07 -145.36 37 0.65 70.07 64.73 -106.69 38 0.66 77.50 77.70 -62.28 39.1 0.68 86.88 95.33 -5.50 39.15 0.68 87.34 96.23 -2.70 39.175 0.68 87.57 96.68 -1.29 39.1875 0.68 87.69 96.91 -0.58 39.19375 0.68 87.74 97.02 -0.23 39.196875 0.68 87.77 97.08 -0.052 39.197265625 0.68 87.78 97.08 -0.030 f1 39.1973 39.19765625 0.68 87.78 97.09 -0.008 39.197851565 0.68 87.78 97.09 0.00 39.2 0.68 87.80 97.13 0.13 39.5 0.69 90.65 102.78 17.53 493.28 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 48.33 45 0.79 172.29 309.26 541.33 B = 0.16 m c = 5.0 kPa 48 0.84 258.29 603.57 1136.15 50 0.87 347.51 976.95 1791.36 qu = 493,28 (c=5 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu = 493,28 (c=10 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -493.28 5 0.09 7.34 0.08 -419.86 10 0.17 9.60 0.43 -396.99 15 0.26 12.86 1.34 -363.91 20 0.35 17.69 3.45 -314.44 25 0.44 25.13 8.21 -237.33 30 0.52 37.16 19.11 -110.95 31.5 0.55 42.17 24.67 -57.73 32.25 0.56 45.01 28.05 -27.50 32.625 0.57 46.52 29.92 -11.37 32.8125 0.57 47.29 30.91 -3.03 32.859375 0.57 47.49 31.16 -0.91 32.87109375 0.57 47.54 31.22 -0.38 32.87695315 0.57 47.57 31.25 -0.12 32.87841805 0.57 47.57 31.26 -0.05 32.8791505 0.57 47.58 31.26 -0.02 32.8795167 0.57 47.58 31.26 -0.002 32.8795624687 0.57 47.58 31.27 0.000 f1 32.8796 32.8796082375 0.57 47.58 31.27 0.002 33 0.58 48.09 31.92 5.50 34 0.59 52.64 37.98 54.37 35 0.61 57.75 45.27 109.61 493.28 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 526.64 45 0.79 172.29 309.26 1402.76 B = 0.16 m c = 10 kPa 48 0.84 258.29 603.57 2427.58 50 0.87 347.51 976.95 3528.91 qu = 493,28 (c=10 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu = 493,28 (c=15 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -493.28 5 0.09 7.34 0.08 -383.18 10 0.17 9.60 0.43 -348.96 15 0.26 12.86 1.34 -299.61 20 0.35 17.69 3.45 -225.99 25 0.44 25.13 8.21 -111.66 26 0.45 27.09 9.73 -81.55 27 0.47 29.24 11.52 -48.29 28 0.49 31.61 13.63 -11.47 28.25 0.49 32.24 14.22 -1.65 28.28125 0.49 32.32 14.29 -0.40 28.2890625 0.49 32.34 14.31 -0.09 28.291015625 0.49 32.35 14.32 -0.01 28.2915039075 0.49 32.35 14.32 0.00 28.29199219 0.49 32.35 14.32 0.02 28.3 0.49 32.37 14.34 0.34 29 0.51 34.24 16.14 29.398 30 0.52 37.16 19.11 74.863 f1 30.0000 31 0.54 40.41 22.65 125.580 32 0.56 44.04 26.87 182.31 34 0.59 52.64 37.98 317.55 35 0.61 57.75 45.27 398.38 493.28 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 1004.96 45 0.79 172.29 309.26 2264.18 B = 0.16 m c = 15 kPa 48 0.84 258.29 603.57 3719.00 50 0.87 347.51 976.95 5266.46 qu = 493,28 (c=15 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu = 443,49 (c=0 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -443.49 5 0.09 7.34 0.08 -443.45 10 0.17 9.60 0.43 -443.25 15 0.26 12.86 1.34 -442.74 20 0.35 17.69 3.45 -441.56 25 0.44 25.13 8.21 -438.89 30 0.52 37.16 19.11 -432.79 35 0.61 57.75 45.27 -418.14 40 0.70 95.66 113.02 -380.20 45 0.79 172.29 309.26 -270.31 46 0.80 196.22 384.03 -228.43 47 0.82 224.55 479.83 -174.79 48 0.84 258.29 603.57 -105.49 49 0.86 298.72 764.82 -15.19 49.1 0.86 303.19 783.48 -4.739 49.143999 0.86 305.18 791.86 -0.05 49.144207125 0.86 305.19 791.90 -0.03 49.14441525 0.86 305.20 791.94 -0.00 f1 49.1444 49.144554 0.86 305.21 791.97 0.01 49.5 0.86 321.95 863.50 40.07 50 0.87 347.51 976.95 103.60 51 0.89 406.82 1258.90 261.50 443.49 kPa 7.00 kN/m³ 52 0.91 479.49 1637.89 473.73 53 0.93 569.28 2153.58 762.52 B = 0.16 m c = 0 kPa 54 0.94 681.22 2864.77 1160.78 55 0.96 822.16 3860.13 1718.18 qu = 443,49 (c=0 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu = 443,49 (c= 5 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -443.49 5 0.09 7.34 0.08 -406.76 10 0.17 9.60 0.43 -395.22 15 0.26 12.86 1.34 -378.43 20 0.35 17.69 3.45 -353.10 25 0.44 25.13 8.21 -313.22 30 0.52 37.16 19.11 -246.98 35 0.61 57.75 45.27 -129.37 36 0.63 63.53 54.07 -95.57 37 0.65 70.07 64.73 -56.91 38 0.66 77.50 77.70 -12.50 38.2 0.67 79.10 80.62 -2.84 38.25 0.67 79.51 81.37 -0.38 38.253515625 0.67 79.54 81.43 -0.20 38.25703125 0.67 79.57 81.48 -0.03 38.2576171875 0.67 79.57 81.49 -0.00 38.258203125 0.67 79.58 81.50 0.03 38.26 0.67 79.59 81.52 0.12 f1 38.2600 38.3 0.67 79.92 82.13 2.10 38.5 0.67 81.59 85.23 12.19 39 0.68 85.97 93.56 38.73 39.5 0.69 90.65 102.78 67.31 443.49 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 98.11 45 0.79 172.29 309.26 591.12 B = 0.16 m c = 5 kPa 48 0.84 258.29 603.57 1185.94 50 0.87 347.51 976.95 1841.15 qu = 443,49 (c= 5 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu = 443,49 (c= 10 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -443.49 5 0.09 7.34 0.08 -370.08 10 0.17 9.60 0.43 -347.20 15 0.26 12.86 1.34 -314.13 20 0.35 17.69 3.45 -264.65 25 0.44 25.13 8.21 -187.55 30 0.52 37.16 19.11 -61.16 31.5 0.55 42.17 24.67 -7.94 31.59375 0.55 42.51 25.07 -4.30 31.6875 0.55 42.86 25.47 -0.63 31.6940917975 0.55 42.88 25.50 -0.37 31.700683595 0.55 42.91 25.53 -0.11 31.70191956 0.55 42.91 25.54 -0.06 31.703155525 0.55 42.92 25.54 -0.01 31.70331002 0.55 42.92 25.54 -0.005 31.703464515 0.55 42.92 25.54 0.00 31.71 0.55 42.94 25.57 0.26 31.8 0.56 43.28 25.97 3.84 f1 31.8000 32 0.56 44.04 26.87 11.92 33 0.58 48.09 31.92 55.28 34 0.59 52.64 37.98 104.15 35 0.61 57.75 45.27 159.40 443.49 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 576.43 45 0.79 172.29 309.26 1452.54 B = 0.16 m c = 10 kPa 48 0.84 258.29 603.57 2477.36 50 0.87 347.51 976.95 3578.70 qu = 443,49 (c= 10 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu = 443,49 (c=15 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -443.49 5 0.09 7.34 0.08 -333.40 10 0.17 9.60 0.43 -299.18 15 0.26 12.86 1.34 -249.82 20 0.35 17.69 3.45 -176.20 25 0.44 25.13 8.21 -61.87 26 0.45 27.09 9.73 -31.76 26.5 0.46 28.13 10.58 -15.55 26.8 0.47 28.79 11.13 -5.43 26.95568 0.47 29.14 11.43 -0.05 26.9562875 0.47 29.14 11.43 -0.03 26.956895 0.47 29.14 11.43 -0.01 26.9570975 0.47 29.14 11.43 -0.00 26.9573 0.47 29.14 11.43 0.01 27 0.47 29.24 11.52 1.496 28 0.49 31.61 13.63 38.32 29 0.51 34.24 16.14 79.18 30 0.52 37.16 19.11 124.65 f1 30.0000 32 0.56 44.04 26.87 232.09 33 0.58 48.09 31.92 295.73 34 0.59 52.64 37.98 367.34 35 0.61 57.75 45.27 448.17 443.49 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 1054.74 45 0.79 172.29 309.26 2313.97 B = 0.16 m c = 15 kPa 48 0.84 258.29 603.57 3768.79 50 0.87 347.51 976.95 5316.24 qu = 443,49 (c=15 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =393,70 (c= 0 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -393.70 5 0.09 7.34 0.08 -393.66 10 0.17 9.60 0.43 -393.46 15 0.26 12.86 1.34 -392.95 20 0.35 17.69 3.45 -391.77 25 0.44 25.13 8.21 -389.11 30 0.52 37.16 19.11 -383.00 35 0.61 57.75 45.27 -368.36 40 0.70 95.66 113.02 -330.42 45 0.79 172.29 309.26 -220.52 46 0.80 196.22 384.03 -178.65 47 0.82 224.55 479.83 -125.00 48 0.84 258.29 603.57 -55.70 48.5 0.85 277.57 678.78 -13.59 48.6 0.85 281.64 695.07 -4.47 48.63999 0.85 283.29 701.71 -0.75 48.64444 0.85 283.48 702.45 -0.33 48.64586172 0.85 283.54 702.69 -0.20 f1 48.6459 48.64728344 0.85 283.60 702.93 -0.07 48.6476341825 0.85 283.61 702.98 -0.03 48.647984925 0.85 283.63 703.04 0.00 48.64823125 0.85 283.64 703.08 0.02 393.70 kPa 7.00 kN/m³ 49 0.86 298.72 764.82 34.60 50 0.87 347.51 976.95 153.39 B = 0.16 m c = 0 kPa 51 0.89 406.82 1258.90 311.28 52 0.91 479.49 1637.89 523.51 qu =393,70 (c= 0 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =393,70 (c= 5 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -393.70 5 0.09 7.34 0.08 -356.98 10 0.17 9.60 0.43 -345.44 15 0.26 12.86 1.34 -328.65 20 0.35 17.69 3.45 -303.32 25 0.44 25.13 8.21 -263.43 30 0.52 37.16 19.11 -197.19 34 0.59 52.64 37.98 -109.25 35 0.61 57.75 45.27 -79.59 36 0.63 63.53 54.07 -45.79 37 0.65 70.07 64.73 -7.12 37.17 0.65 71.26 66.76 -0.01 37.17015625 0.65 71.26 66.76 0.00 37.1703125 0.65 71.27 66.76 0.01 37.18 0.65 71.33 66.88 0.42 37.5 0.65 73.66 70.90 14.30 38 0.66 77.50 77.70 37.29 38.5 0.67 81.59 85.23 61.97 f1 38.5000 39 0.68 85.97 93.56 88.52 39.5 0.69 90.65 102.78 117.10 40 0.70 95.66 113.02 147.90 40.5 0.71 101.04 124.38 181.14 393.70 kPa 7.00 kN/m³ 41 0.72 106.81 137.02 217.06 45 0.79 172.29 309.26 640.91 B = 0.16 m c = 5 kPa 48 0.84 258.29 603.57 1235.72 50 0.87 347.51 976.95 1890.94 qu =393,70 (c= 5 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =393,70 (c= 10 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -393.70 5 0.09 7.34 0.08 -320.29 10 0.17 9.60 0.43 -297.41 15 0.26 12.86 1.34 -264.34 20 0.35 17.69 3.45 -214.87 25 0.44 25.13 8.21 -137.76 30 0.52 37.16 19.11 -11.38 30.15 0.53 37.63 19.60 -6.45 30.3 0.53 38.10 20.11 -1.44 30.325 0.53 38.18 20.20 -0.59 30.3375 0.53 38.22 20.24 -0.17 30.33984375 0.53 38.23 20.25 -0.09 30.3421875 0.53 38.23 20.25 -0.01 30.342578125 0.53 38.24 20.26 0.00 30.34296875 0.53 38.24 20.26 0.01 30.343 0.53 38.24 20.26 0.01 30.5 0.53 38.74 20.80 5.38 31 0.54 40.41 22.65 23.09 f1 31.0000 32 0.56 44.04 26.87 61.70 33 0.58 48.09 31.92 105.07 34 0.59 52.64 37.98 153.94 35 0.61 57.75 45.27 209.18 393.70 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 626.21 45 0.79 172.29 309.26 1502.33 B = 0.16 m c = 10 kPa 48 0.84 258.29 603.57 2527.15 50 0.87 347.51 976.95 3628.48 qu =393,70 (c= 10 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =393,70 (c= 15 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -393.70 5 0.09 7.34 0.08 -283.61 10 0.17 9.60 0.43 -249.39 15 0.26 12.86 1.34 -200.03 20 0.35 17.69 3.45 -126.42 25 0.44 25.13 8.21 -12.09 25.413 0.44 25.92 8.81 -0.01 25.41325 0.44 25.92 8.81 -0.00 25.4135 0.44 25.92 8.81 0.01 25.42 0.44 25.93 8.82 0.20 25.5 0.45 26.09 8.94 2.60 26 0.45 27.09 9.73 18.02 27 0.47 29.24 11.52 51.28 28 0.49 31.61 13.63 88.10 29 0.51 34.24 16.14 128.97 30 0.52 37.16 19.11 174.43 30.5 0.53 38.74 20.80 199.09 31 0.54 40.41 22.65 225.15 f1 31.0000 32 0.56 44.04 26.87 281.88 33 0.58 48.09 31.92 345.52 34 0.59 52.64 37.98 417.13 35 0.61 57.75 45.27 497.95 393.70 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 1104.53 45 0.79 172.29 309.26 2363.76 B = 0.16 m c = 15 kPa 48 0.84 258.29 603.57 3818.58 50 0.87 347.51 976.95 5366.03 qu =393,70 (c= 15 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =343,92 (c=0 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -343.92 5 0.09 7.34 0.08 -343.87 10 0.17 9.60 0.43 -343.68 15 0.26 12.86 1.34 -343.17 20 0.35 17.69 3.45 -341.98 25 0.44 25.13 8.21 -339.32 30 0.52 37.16 19.11 -333.22 35 0.61 57.75 45.27 -318.57 40 0.70 95.66 113.02 -280.63 45 0.79 172.29 309.26 -170.73 46 0.80 196.22 384.03 -128.86 47 0.82 224.55 479.83 -75.22 48 0.84 258.29 603.57 -5.92 48.0736 0.84 261.02 614.03 -0.06 48.0739375 0.84 261.03 614.07 -0.04 48.074275 0.84 261.04 614.12 -0.01 48.0743875 0.84 261.04 614.14 -0.00 48.0745 0.84 261.05 614.15 0.01 f1 48.0745 49 0.86 298.72 764.82 84.38 50 0.87 347.51 976.95 203.17 51 0.89 406.82 1258.90 361.07 52 0.91 479.49 1637.89 573.30 343.92 kPa 7.00 kN/m³ 53 0.93 569.28 2153.58 862.09 54 0.94 681.22 2864.77 1260.35 B = 0.16 m c = 0 kPa 55 0.96 822.16 3860.13 1817.75 56 0.98 1001.49 5276.14 2610.72 qu =343,92 (c=0 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =343,92 (c= 5 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -343.92 5 0.09 7.34 0.08 -307.19 10 0.17 9.60 0.43 -295.65 15 0.26 12.86 1.34 -278.86 20 0.35 17.69 3.45 -253.53 25 0.44 25.13 8.21 -213.65 30 0.52 37.16 19.11 -147.40 32 0.56 44.04 26.87 -108.69 34 0.59 52.64 37.98 -59.46 35 0.61 57.75 45.27 -29.80 35.888 0.63 62.85 53.00 -0.01 35.8885 0.63 62.85 53.00 0.00 35.889 0.63 62.85 53.00 0.02 35.9 0.63 62.92 53.11 0.41 36 0.63 63.53 54.07 4.00 36.5 0.64 66.69 59.14 22.67 37 0.65 70.07 64.73 42.66 38.5 0.67 81.59 85.23 111.76 f1 38.5000 39 0.68 85.97 93.56 138.31 39.5 0.69 90.65 102.78 166.88 40 0.70 95.66 113.02 197.69 41 0.72 106.81 137.02 266.85 343.92 kPa 7.00 kN/m³ 43 0.75 134.58 203.90 443.16 45 0.79 172.29 309.26 690.69 B = 0.16 m c = 5 kPa 48 0.84 258.29 603.57 1285.51 50 0.87 347.51 976.95 1940.72 qu =343,92 (c= 5 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =343,92 (c= 10 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -343.92 5 0.09 7.34 0.08 -270.51 10 0.17 9.60 0.43 -247.63 15 0.26 12.86 1.34 -214.55 20 0.35 17.69 3.45 -165.08 25 0.44 25.13 8.21 -87.97 26 0.45 27.09 9.73 -67.62 27 0.47 29.24 11.52 -45.11 28 0.49 31.61 13.63 -20.17 28.5 0.50 32.89 14.83 -6.68 28.625 0.50 33.22 15.15 -3.20 28.671875 0.50 33.35 15.27 -1.88 28.71875 0.50 33.47 15.39 -0.55 28.7275390625 0.50 33.50 15.41 -0.30 28.736328125 0.50 33.52 15.43 -0.05 28.7370834362 0.50 33.52 15.44 -0.03 28.7378387475 0.50 33.53 15.44 -0.01 28.738250735 0.50 33.53 15.44 0.00 f1 28.7383 28.74 0.50 33.53 15.44 0.05 30 0.52 37.16 19.11 38.41 34 0.59 52.64 37.98 203.72 35 0.61 57.75 45.27 258.97 343.92 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 676.00 45 0.79 172.29 309.26 1552.12 B = 0.16 m c = 10 kPa 48 0.84 258.29 603.57 2576.94 50 0.87 347.51 976.95 3678.27 qu =343,92 (c= 10 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =343,92 (c= 15 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -343.92 5 0.09 7.34 0.08 -233.82 10 0.17 9.60 0.43 -199.60 15 0.26 12.86 1.34 -150.25 20 0.35 17.69 3.45 -76.63 22 0.38 20.27 4.91 -37.09 23 0.40 21.75 5.84 -14.46 23.5 0.41 22.54 6.36 -2.33 23.593 0.41 22.69 6.46 -0.01 23.5935 0.41 22.69 6.46 0.00 23.594 0.41 22.69 6.46 0.01 23.6 0.41 22.70 6.47 0.16 24 0.42 23.36 6.93 10.38 25 0.44 25.13 8.21 37.70 26 0.45 27.09 9.73 67.81 27 0.47 29.24 11.52 101.07 28 0.49 31.61 13.63 137.89 29 0.51 34.24 16.14 178.76 f1 29.0000 30 0.52 37.16 19.11 224.22 32 0.56 44.04 26.87 331.67 34 0.59 52.64 37.98 466.91 35 0.61 57.75 45.27 547.74 343.92 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 1154.31 45 0.79 172.29 309.26 2413.54 B = 0.16 m c = 15 kPa 48 0.84 258.29 603.57 3868.36 50 0.87 347.51 976.95 5415.82 qu =343,92 (c= 15 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =294,13 (c=0 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -294.13 5 0.09 7.34 0.08 -294.09 10 0.17 9.60 0.43 -293.89 15 0.26 12.86 1.34 -293.38 20 0.35 17.69 3.45 -292.20 25 0.44 25.13 8.21 -289.53 30 0.52 37.16 19.11 -283.43 35 0.61 57.75 45.27 -268.78 40 0.70 95.66 113.02 -230.84 45 0.79 172.29 309.26 -120.95 46 0.80 196.22 384.03 -79.08 47 0.82 224.55 479.83 -25.43 47.1 0.82 227.66 490.81 -19.28 47.2 0.82 230.83 502.08 -12.97 47.3 0.83 234.05 513.64 -6.493 47.397 0.83 237.23 525.15 -0.05 47.39775 0.83 237.26 525.24 0.000 47.3985 0.83 237.28 525.33 0.05 f1 47.3985 48 0.84 258.29 603.57 43.87 49 0.86 298.72 764.82 134.17 50 0.87 347.51 976.95 252.96 51 0.89 406.82 1258.90 410.85 294.13 kPa 7.00 kN/m³ 52 0.91 479.49 1637.89 623.09 53 0.93 569.28 2153.58 911.87 B = 0.16 m c = 0 kPa 54 0.94 681.22 2864.77 1310.14 55 0.96 822.16 3860.13 1867.54 qu =294,13 (c=0 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =294,13 (c=5 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -294.13 5 0.09 7.34 0.08 -257.41 10 0.17 9.60 0.43 -245.87 15 0.26 12.86 1.34 -229.08 20 0.35 17.69 3.45 -203.75 25 0.44 25.13 8.21 -163.86 26 0.45 27.09 9.73 -153.26 28 0.49 31.61 13.63 -128.44 30 0.52 37.16 19.11 -97.62 34 0.59 52.64 37.98 -9.68 34.3401 0.60 54.31 40.31 -0.01 34.34055 0.60 54.31 40.31 0.00 34.341 0.60 54.31 40.31 0.01 34.35 0.60 54.36 40.38 0.27 34.5 0.60 55.12 41.45 4.677 35 0.61 57.75 45.27 19.99 36 0.63 63.53 54.07 53.785 37 0.65 70.07 64.73 92.45 f1 37.0000 38 0.66 77.50 77.70 136.86 39 0.68 85.97 93.56 188.09 40 0.70 95.66 113.02 247.47 41 0.72 106.81 137.02 316.63 294.13 kPa 7.00 kN/m³ 42 0.73 119.67 166.78 397.61 45 0.79 172.29 309.26 740.48 B = 0.16 m c = 5 kPa 48 0.84 258.29 603.57 1335.29 50 0.87 347.51 976.95 1990.51 qu =294,13 (c=5 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =294,13 (c=10 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -294.13 5 0.09 7.34 0.08 -220.72 10 0.17 9.60 0.43 -197.84 15 0.26 12.86 1.34 -164.77 20 0.35 17.69 3.45 -115.30 25 0.44 25.13 8.21 -38.19 26 0.45 27.09 9.73 -17.83 26.45 0.46 28.03 10.50 -7.99 26.675 0.47 28.51 10.90 -2.89 26.7875 0.47 28.76 11.11 -0.30 26.79453125 0.47 28.78 11.12 -0.14 26.798046875 0.47 28.78 11.13 -0.06 26.79980469 0.47 28.79 11.13 -0.02 26.800244145 0.47 28.79 11.13 -0.01 26.80040894 0.47 28.79 11.14 -0.002 26.800573735 0.47 28.79 11.14 0.00 26.800683595 0.47 28.79 11.14 0.003 26.81 0.47 28.81 11.15 0.22 f1 26.8100 27 0.47 29.24 11.52 4.67 30 0.52 37.16 19.11 88.19 34 0.59 52.64 37.98 253.51 35 0.61 57.75 45.27 308.76 294.13 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 725.79 45 0.79 172.29 309.26 1601.90 B = 0.16 m c = 10 kPa 48 0.84 258.29 603.57 2626.72 50 0.87 347.51 976.95 3728.05 qu =294,13 (c=10 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =294,13 (c=15 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -294.13 5 0.09 7.34 0.08 -184.04 10 0.17 9.60 0.43 -149.82 15 0.26 12.86 1.34 -100.46 20 0.35 17.69 3.45 -26.84 21 0.37 18.92 4.12 -7.96 21.3 0.37 19.32 4.35 -1.95 21.3955 0.37 19.44 4.42 -0.01 21.39585 0.37 19.44 4.42 -0.00 21.3962 0.37 19.44 4.42 0.01 21.4 0.37 19.45 4.42 0.08 22 0.38 20.27 4.91 12.70 23 0.40 21.75 5.84 35.33 24 0.42 23.36 6.93 60.17 25 0.44 25.13 8.21 87.484 26 0.45 27.09 9.73 117.59 27 0.47 29.24 11.52 150.853 28 0.49 31.61 13.63 187.68 f1 28.0000 29 0.51 34.24 16.14 228.54 30 0.52 37.16 19.11 274.01 34 0.59 52.64 37.98 516.70 35 0.61 57.75 45.27 597.52 294.13 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 1204.10 45 0.79 172.29 309.26 2463.33 B = 0.16 m c = 15 kPa 48 0.84 258.29 603.57 3918.15 50 0.87 347.51 976.95 5465.60 qu =294,13 (c=15 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =244,35 (c=0 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -244.35 5 0.09 7.34 0.08 -244.30 10 0.17 9.60 0.43 -244.11 15 0.26 12.86 1.34 -243.60 20 0.35 17.69 3.45 -242.41 25 0.44 25.13 8.21 -239.75 30 0.52 37.16 19.11 -233.64 35 0.61 57.75 45.27 -219.00 40 0.70 95.66 113.02 -181.06 45 0.79 172.29 309.26 -71.16 46 0.80 196.22 384.03 -29.29 46.5 0.81 209.78 428.92 -4.15 46.576 0.81 211.94 436.25 -0.05 46.576375 0.81 211.95 436.28 -0.03 46.57675 0.81 211.96 436.32 -0.01 46.576875 0.81 211.97 436.33 -0.00 46.577 0.81 211.97 436.35 0.01 47 0.82 224.55 479.83 24.36 f1 47.0000 48 0.84 258.29 603.57 93.65 49 0.86 298.72 764.82 183.95 50 0.87 347.51 976.95 302.75 51 0.89 406.82 1258.90 460.64 244.35 kPa 7.00 kN/m³ 52 0.91 479.49 1637.89 672.87 53 0.93 569.28 2153.58 961.66 B = 0.16 m c = 0 kPa 54 0.94 681.22 2864.77 1359.92 55 0.96 822.16 3860.13 1917.33 qu =244,35 (c=0 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =244,35 (c=5 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -244.35 5 0.09 7.34 0.08 -207.62 10 0.17 9.60 0.43 -196.08 15 0.26 12.86 1.34 -179.29 20 0.35 17.69 3.45 -153.96 25 0.44 25.13 8.21 -114.08 26 0.45 27.09 9.73 -103.47 27 0.47 29.24 11.52 -91.72 28 0.49 31.61 13.63 -78.66 29 0.51 34.24 16.14 -64.10 30 0.52 37.16 19.11 -47.83 32 0.56 44.04 26.87 -9.12 32.4089 0.57 45.64 28.83 -0.01 32.40945 0.57 45.64 28.83 0.00 32.41 0.57 45.64 28.83 0.01 32.5 0.57 46.01 29.28 2.08 33 0.58 48.09 31.92 13.98 34 0.59 52.64 37.98 40.11 f1 34.0000 35 0.61 57.75 45.27 69.77 36 0.63 63.53 54.07 103.57 37 0.65 70.07 64.73 142.23 38 0.66 77.50 77.70 186.64 244.35 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 297.26 45 0.79 172.29 309.26 790.26 B = 0.16 m c = 5 kPa 48 0.84 258.29 603.57 1385.08 50 0.87 347.51 976.95 2040.29 qu =244,35 (c=5 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =244,35 (c=10 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -244.35 5 0.09 7.34 0.08 -170.94 10 0.17 9.60 0.43 -148.06 15 0.26 12.86 1.34 -114.98 20 0.35 17.69 3.45 -65.51 23 0.40 21.75 5.84 -23.62 24 0.42 23.36 6.93 -6.85 24.25 0.42 23.79 7.23 -2.41 24.375 0.43 24.01 7.39 -0.14 24.3828125 0.43 24.02 7.40 -0.00 24.390625 0.43 24.03 7.41 0.14 24.4 0.43 24.05 7.42 0.31 24.5 0.43 24.23 7.54 2.15 25 0.44 25.13 8.21 11.60 26 0.45 27.09 9.73 31.95 27 0.47 29.24 11.52 54.46 28 0.49 31.61 13.63 79.40 29 0.51 34.24 16.14 107.11 f1 29.0000 30 0.52 37.16 19.11 137.98 32 0.56 44.04 26.87 211.06 34 0.59 52.64 37.98 303.30 35 0.61 57.75 45.27 358.54 244.35 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 775.57 45 0.79 172.29 309.26 1651.69 B = 0.16 m c = 10 kPa 48 0.84 258.29 603.57 2676.51 50 0.87 347.51 976.95 3777.84 qu =244,35 (c=10 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =244,35 (c=15 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -244.35 5 0.09 7.34 0.08 -134.25 10 0.17 9.60 0.43 -100.03 15 0.26 12.86 1.34 -50.68 16 0.28 13.68 1.64 -38.28 17 0.30 14.56 1.99 -24.84 18 0.31 15.52 2.40 -10.24 18.5 0.32 16.03 2.63 -2.47 18.654 0.33 16.19 2.71 -0.01 18.65475 0.33 16.19 2.71 0.00 18.6555 0.33 16.19 2.71 0.01 18.7 0.33 16.24 2.73 0.73 19 0.33 16.56 2.88 5.64 20 0.35 17.69 3.45 22.94 22 0.38 20.27 4.91 62.49 24 0.42 23.36 6.93 109.95 26 0.45 27.09 9.73 167.38 28 0.49 31.61 13.63 237.46 f1 28.0000 30 0.52 37.16 19.11 323.79 32 0.56 44.04 26.87 431.24 34 0.59 52.64 37.98 566.48 35 0.61 57.75 45.27 647.31 244.35 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 1253.89 45 0.79 172.29 309.26 2513.11 B = 0.16 m c = 15 kPa 48 0.84 258.29 603.57 3967.93 50 0.87 347.51 976.95 5515.39 qu =244,35 (c=15 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =194,56 (c=0 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -194.56 5 0.09 7.34 0.08 -194.52 10 0.17 9.60 0.43 -194.32 15 0.26 12.86 1.34 -193.81 20 0.35 17.69 3.45 -192.63 25 0.44 25.13 8.21 -189.96 30 0.52 37.16 19.11 -183.86 35 0.61 57.75 45.27 -169.21 40 0.70 95.66 113.02 -131.27 45 0.79 172.29 309.26 -21.38 45.5 0.79 183.76 344.37 -1.72 45.54 0.79 184.72 347.36 -0.04 45.5404209375 0.79 184.73 347.40 -0.02 45.540841875 0.79 184.74 347.43 -0.00 45.5411225 0.79 184.74 347.45 0.01 46 0.80 196.22 384.03 20.49 47 0.82 224.55 479.83 74.14 48 0.84 258.29 603.57 143.44 f1 48.0000 49 0.86 298.72 764.82 233.74 50 0.87 347.51 976.95 352.53 51 0.89 406.82 1258.90 510.42 52 0.91 479.49 1637.89 722.66 194.56 kPa 7.00 kN/m³ 53 0.93 569.28 2153.58 1011.44 54 0.94 681.22 2864.77 1409.71 B = 0.16 m c = 0 kPa 55 0.96 822.16 3860.13 1967.11 56 0.98 1001.49 5276.14 2760.08 qu =194,56 (c=0 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =194,56 (c=5 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -194.56 5 0.09 7.34 0.08 -157.83 10 0.17 9.60 0.43 -146.30 15 0.26 12.86 1.34 -129.50 20 0.35 17.69 3.45 -104.18 22 0.38 20.27 4.91 -90.45 24 0.42 23.36 6.93 -73.88 25 0.44 25.13 8.21 -64.29 26 0.45 27.09 9.73 -53.69 28 0.49 31.61 13.63 -28.87 29 0.51 34.24 16.14 -14.31 29.5 0.51 35.66 17.56 -6.41 29.6 0.52 35.96 17.86 -4.77 29.885 0.52 36.81 18.74 -0.01 29.88575 0.52 36.81 18.75 0.00 29.8865 0.52 36.82 18.75 0.01 29.9 0.52 36.86 18.79 0.24 30 0.52 37.16 19.11 1.95 f1 30.0000 31 0.54 40.41 22.65 20.18 32 0.56 44.04 26.87 40.67 34 0.59 52.64 37.98 89.89 35 0.61 57.75 45.27 119.56 194.56 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 347.04 45 0.79 172.29 309.26 840.05 B = 0.16 m c = 5 kPa 48 0.84 258.29 603.57 1434.87 50 0.87 347.51 976.95 2090.08 qu =194,56 (c=5 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =194,56 (c=10 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -194.56 5 0.09 7.34 0.08 -121.15 10 0.17 9.60 0.43 -98.27 15 0.26 12.86 1.34 -65.20 20 0.35 17.69 3.45 -15.72 21 0.37 18.92 4.12 -3.01 21.125 0.37 19.09 4.22 -1.34 21.1875 0.37 19.17 4.26 -0.49 21.21875 0.37 19.21 4.29 -0.07 21.22265625 0.37 19.21 4.29 -0.02 21.223632815 0.37 19.22 4.29 -0.00 21.22460938 0.37 19.22 4.29 0.01 21.234375 0.37 19.23 4.30 0.14 21.5 0.38 19.58 4.50 3.79 22 0.38 20.27 4.91 10.91 23 0.40 21.75 5.84 26.17 24 0.42 23.36 6.93 42.93 25 0.44 25.13 8.21 61.38 f1 25.0000 30 0.52 37.16 19.11 187.77 32 0.56 44.04 26.87 260.84 34 0.59 52.64 37.98 353.08 35 0.61 57.75 45.27 408.33 194.56 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 825.36 45 0.79 172.29 309.26 1701.47 B = 0.16 m c = 10 kPa 48 0.84 258.29 603.57 2726.29 50 0.87 347.51 976.95 3827.63 qu =194,56 (c=10 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =194,56 (c=15 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -194.56 5 0.09 7.34 0.08 -84.47 10 0.17 9.60 0.43 -50.25 15 0.26 12.86 1.34 -0.89 15.074 0.26 12.92 1.36 -0.01 15.07475 0.26 12.92 1.36 0.00 15.0755 0.26 12.92 1.36 0.01 15.1 0.26 12.94 1.37 0.30 15.5 0.27 13.26 1.48 5.18 16 0.28 13.68 1.64 11.50 17 0.30 14.56 1.99 24.94 18 0.31 15.52 2.40 39.54 19 0.33 16.56 2.88 55.42 20 0.35 17.69 3.45 72.73 22 0.38 20.27 4.91 112.27 23 0.40 21.75 5.84 134.90 24 0.42 23.36 6.93 159.74 25 0.44 25.13 8.21 187.06 f1 25.0000 30 0.52 37.16 19.11 373.58 32 0.56 44.04 26.87 481.02 34 0.59 52.64 37.98 616.27 35 0.61 57.75 45.27 697.10 194.56 kPa 7.00 kN/m³ 40 0.70 95.66 113.02 1303.67 45 0.79 172.29 309.26 2562.90 B = 0.16 m c = 15 kPa 48 0.84 258.29 603.57 4017.72 50 0.87 347.51 976.95 5565.17 qu =194,56 (c=15 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =144,78 (c=0 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -144.78 5 0.09 7.34 0.08 -144.73 10 0.17 9.60 0.43 -144.54 15 0.26 12.86 1.34 -144.02 20 0.35 17.69 3.45 -142.84 25 0.44 25.13 8.21 -140.18 30 0.52 37.16 19.11 -134.07 35 0.61 57.75 45.27 -119.43 40 0.70 95.66 113.02 -81.49 41 0.72 106.81 137.02 -68.05 42 0.73 119.67 166.78 -51.38 43 0.75 134.58 203.90 -30.59 44 0.77 151.95 250.46 -4.52 44.1512 0.77 154.82 258.48 -0.02 44.1516875 0.77 154.83 258.51 -0.01 44.152175 0.77 154.84 258.54 0.00 44.1525 0.77 154.85 258.56 0.01 44.5 0.78 161.71 278.12 10.97 f1 44.5000 45 0.79 172.29 309.26 28.41 46 0.80 196.22 384.03 70.28 47 0.82 224.55 479.83 123.93 48 0.84 258.29 603.57 193.22 144.78 kPa 7.00 kN/m³ 49 0.86 298.72 764.82 283.52 50 0.87 347.51 976.95 402.32 B = 0.16 m c = 0 kPa 51 0.89 406.82 1258.90 560.21 52 0.91 479.49 1637.89 772.44 qu =144,78 (c=0 kPa) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f(°) F(f) qu =144,78 (c=5 kPa) Determinação dos Parâmetros de Resistência Teoria de Terzaghi (1943) Método de Equilíbrio Limite f(°) 0 0.00 0.00 0.00 -144.78 5 0.09 7.34 0.08 -108.05 10 0.17 9.60 0.43 -96.51 15 0.26 12.86 1.34 -79.72 16 0.28 13.68 1.64 -75.48 18 0.31 15.52 2.40 -65.85 20 0.35 17.69 3.45 -54.39 22 0.38 20.27 4.91 -40.66 23 0.40 21.75 5.84 -32.78 24 0.42 23.36 6.93 -24.09 25 0.44 25.13 8.21 -14.50 26 0.45 27.09 9.73 -3.90 26.343 0.46 27.80 10.31 -0.01 26.34375 0.46 27.80 10.31 0.00 26.3445 0.46 27.80
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