Muro de contención

Muro de contención - Diseeunmurodecontencinde8m.Dealtura

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Diseñe un muro de contención de 8m. De altura Profundidad de cimentacion 1.8 Altura del muro 8 Carga distribuida: 15 Peso específico del primer suelo 20 0 34 Peso específico del segundo suelo 21 10 12 Para predimensionar el muro Consideracio Base Corona Punta Sección 1 2 3 4 Profundidad de uria 5 FACTOR DE SEGURIDAD CONTRA DESLIZAMIENTO FACTOR DE K1 K2 0.67 Momento de  Kp 1.52
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Pp 96.33 572.97 B 5.6 D 1.8 Factor de seg  FS 1.16 4.43 Por lo tanto se agregará una uria Pp 175.36 El nuevo factor de seguridad 1.52 OK Factor de seguridad contra la falla por capacidad de carga e 0.39  OK qTALON 207.66 qPUNTA 84.29 LA capacidad de carga última del suelo
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This note was uploaded on 03/30/2011 for the course SOLIDS 102 taught by Professor Adca during the Spring '11 term at Peru State.

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Muro de contención - Diseeunmurodecontencinde8m.Dealtura

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