{"text_format":"1","workbook":"xlsx","n_sheets":15,"sheets":["PRESENTACIÓN","INICIO","GEOMETRIA DEL MURO","PROPIEDADES DE LOS SUELOS","PROPIEDADES DEL GEOSINTETICO","CARGAS DISTRIBUIDAS","CARGAS CONCENTRADAS","MC ANALISIS EXTERNO","MC ANALISIS INTERNO","REVISION","DISEÑO","DISEÑO POR SISMO","DISEÑO FINAL","REPORTE FINAL","DISEÑO ALTERNATIVO"],"not_rendered":{"charts":0,"images":18,"macros":1,"external_links":0,"defined_names":16,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"PRESENTACIÓN","index":0,"n_rows":20,"n_cols":10,"rows_kept":20,"cut":false,"hidden":false,"merged":[[19,9,22,16],[14,9,15,16],[17,9,18,16],[7,9,7,16],[8,9,8,16],[9,9,9,16],[10,9,10,16],[11,9,11,16],[12,9,12,16]]}
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,"INSTITUTO MEXICANO DEL TRANSPORTE"]
[null,null,null,null,null,null,null,null,null," IMT"]
[null,null,null,null,null,null,null,null,null,"INTERNATIONAL GEOSYNTHETICS SOCIETY  "]
[null,null,null,null,null,null,null,null,null," IGS CAPITULO MEXICO"]
[null,null,null,null,null,null,null,null,null,"UNIVERSIDAD AUTONOMA DE CHIHUAHUA"]
[null,null,null,null,null,null,null,null,null,"UACH "]
[]
[null,null,null,null,null,null,null,null,null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECÁNICAMENTE ESTABILIZADOS CON GEOSINTÉTICOS"]
[]
[]
[null,null,null,null,null,null,null,null,null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[null,null,null,null,null,null,null,null,null,"Esta metodología esta basada en la publicación No. FHWA-NHI-00-043 “Mechanically Stabilized Earth Walls and Reinforced Soil Slopes, Design & Construction Guidelines”, del Departamento de Transporte de la Federal Highway Administration(FHWA) en los Estados Unidos de América, los valores requeridos para la realización de este diseño están mencionados en la parte teórica de este manual."]

{"sheet":"INICIO","index":1,"n_rows":11,"n_cols":5,"rows_kept":11,"cut":false,"hidden":false,"merged":[[0,2,1,8],[2,2,3,8],[10,4,11,8]]}
[null,null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[null,null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"MENU DE INICIO"]

{"sheet":"GEOMETRIA DEL MURO","index":2,"n_rows":18,"n_cols":8,"rows_kept":18,"cut":false,"hidden":false,"merged":[[0,7,1,13],[2,7,3,13],[25,2,28,9],[16,2,16,9]]}
[null,null,null,null,null,null,null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[null,null,null,null,null,null,null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[]
[]
[]
["a) Geometría del Muro Mecánicamente Estabilizado."]
[]
[null,null,null,null,"H =",3.73,"m"]
[]
[null,null,null,null,"L =",4.3,"m"]
[]
[null,null,null,null,"Er:",0.5,"m"]
[]
[null,null,null,null,"Θ=",90,"°"]
[]
[null,null,null,null,"β =",0,"°"]

{"sheet":"PROPIEDADES DE LOS SUELOS","index":3,"n_rows":26,"n_cols":4,"rows_kept":26,"cut":false,"hidden":false,"merged":[[0,2,1,8],[2,2,3,8]]}
[null,null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[null,null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[]
[]
[]
[]
[]
[]
["c) Propiedades de los suelos."]
[]
[null,"Suelo de cimentación o de desplante:"]
[null,"gc =",16.43,"KN/m3"]
[null,"Cc =",99,"KN/m2"]
[null,"ϕc =",28,"°"]
[]
[null,"Relleno retenido:"]
[null,"gf =",18,"KN/m3"]
[null,"Cf =",10,"KN/m2"]
[null,"ϕf =",30,"°"]
[]
[null,"Masa de suelo reforzado:"]
[null,"gr =",18,"KN/m3"]
[null,"Cr =",10,"KN/m2"]
[null,"ϕr =",30,"°"]

{"sheet":"PROPIEDADES DEL GEOSINTETICO","index":4,"n_rows":30,"n_cols":5,"rows_kept":30,"cut":false,"hidden":false,"merged":[[16,3,16,6],[0,2,1,8],[2,2,3,8]]}
[null,null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[null,null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[]
[]
[]
[]
[]
[]
["d) Propiedades del Geosintético."]
[]
["C =",2]
[]
["Ci =",0.66]
["Zi =","Profundidad a la que se encuentra el refuerzo"]
[null,null,null,"Relación de cobertura."]
[null,"si: "]
[null,null,"b =",1,"m"]
[null,2]
[null,null,"Sh =",1,"m"]
["Rc =",1]
[]
[]
["α =",{"$f":"IF(C25=\"Geotextil\",0.6,IF(C25=\"Geomalla\",0.8,0))","v":0.8},"Geomalla"]
[]
[]
["d.1) Coeficiente de fricción de la interacción Suelo/Refuerzo."]
[]
["r =",null,"°"]

{"sheet":"CARGAS DISTRIBUIDAS","index":5,"n_rows":39,"n_cols":3,"rows_kept":39,"cut":false,"hidden":false,"merged":[[0,2,1,8],[2,2,3,8],[36,0,36,1]]}
[null,null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[null,null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[]
[]
[]
[]
[]
[]
["b) Cargas aplicadas en el Muro Mecánicamente Estabilizado."]
[]
["q(Carga distribuida) = ",25,"KN/m · m"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Cargas por sismo:"]
[]
[null,"A =",0.17]

{"sheet":"CARGAS CONCENTRADAS","index":6,"n_rows":59,"n_cols":7,"rows_kept":59,"cut":false,"hidden":false,"merged":[[42,6,43,13],[12,6,12,11],[0,6,1,12],[2,6,3,12],[10,5,11,12]]}
[null,null,null,null,null,null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[null,null,null,null,null,null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,"INCREMENTO DE ESFUERZO HORIZONTAL POR CARGAS CONCENTRADAS"]
[]
[]
[]
[]
[]
["DATOS:"]
["Ph1 =",0,"KN/m"]
["Pv1 = ",0,"KN/m"]
["a = ",0,"m"]
["g = ",0,"KN/m3","Peso especifico del relleno que retiene la estructura especial."]
["ϕ =",0,"°","Coeficiente de friccion de el suelo que retiene la estructura especial."]
["Ka =",{"$f":"(TAN(RADIANS(45-(B22/2))))^2","v":0.99999999999999978}]
["q =",{"$f":"'CARGAS DISTRIBUIDAS'!B13","v":25},"KN/m · m"]
["F1 =",{"$f":"0.5*(B23*B21*B20^2)","v":0},"KN/m"]
[null,null,null,null,"Ubicación de F1 con respecto a la parte superior del muro =",{"$f":"(1/3)*B20","v":0},"m"]
["F2 =",{"$f":"B24*B23*B20","v":0},"KN/m"]
[null,null,null,null,"Ubicación de F2 con respecto a la parte superior del muro =",{"$f":"0.5*B20","v":0},"m"]
["Cf =",0,"m"]
["bf =",0,"m"]
["e´ =",{"$f":"IF(B19=0,0,(((B19*(0.5*B30)-((B25*F26)+(B18*B20)+(B27*F28))))/B19))","v":0},"m"]
["li = ",{"$f":"IF(B31=0,0,((B29+B30-(2*B31))*TAN((RADIANS(45+(B22/2))))))","v":0},"m"]
[]
[null,null,"ΔσHmax =",{"$f":"IF(B32=0,0,((B18+B25+B27)/B32))","v":0},"KN/m2"]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"INCREMENTO DE ESFUERZO VERTICAL POR CARGAS PUNTUALES"]
[]
[]
[]
[]
["Pv1 = ",{"$f":"B19","v":0},"KN/m"]
["bf =",{"$f":"B30","v":0},"m"]
["d = cf =",{"$f":"B29","v":0},"m"]
["Z2 =","2d-bf"]
["Z2 =",{"$f":"(2*B50)-B49","v":0},"m"]
["Di =",{"$f":"IF(B49=0,0,IF('GEOMETRIA DEL MURO'!BL9<=B52,B49+'GEOMETRIA DEL MURO'!F10,(((B49+'GEOMETRIA DEL MURO'!F10)/2)+B50)))","v":0},"m"]
[]
[]
[]
[]
[]
[null,null,"ΔσVmax =",{"$f":"IF(B48=0,0,B48/(B53*('GEOMETRIA DEL MURO'!F12+'GEOMETRIA DEL MURO'!F10)))","v":0},"KN/m2"]

{"sheet":"MC ANALISIS EXTERNO","index":7,"n_rows":235,"n_cols":6,"rows_kept":235,"cut":false,"hidden":false,"merged":[[234,5,236,9],[34,0,34,9],[0,2,1,8],[2,2,3,8],[11,4,11,7],[10,3,10,8],[187,5,189,9],[191,2,191,7],[192,2,192,7],[105,2,105,7],[106,3,106,6],[206,4,207,11],[208,0,209,11],[226,5,228,9]]}
[null,null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[null,null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,"ANÁLISIS EXTERNO DE LA ESTRUCTURA"]
[null,null,null,null,"FUERZAS HORIZONTALES"]
["a) Se obtiene los diagramas de presiones que actuan en el muro:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["b) Magnitud y ubicación de la fuerza provocada por el suelo retenido."]
[]
["Nota: se requiere el coeficiente de activo de presión del suelo retenido por lo que lo obtenemos con la siguiente expresión:"]
[]
[]
[]
[null,null,"Ka = ",{"$f":"((SIN(RADIANS('GEOMETRIA DEL MURO'!F16+'PROPIEDADES DE LOS SUELOS'!C21)))^2)/(((SIN(RADIANS('GEOMETRIA DEL MURO'!F16)))^2)*(SIN(RADIANS('GEOMETRIA DEL MURO'!F16-'GEOMETRIA DEL MURO'!F18)))*(1+((((SIN(RADIANS('PROPIEDADES DE LOS SUELOS'!C21+'GEOMETRIA DEL MURO'!F18)))*(SIN(RADIANS('PROPIEDADES DE LOS SUELOS'!C21-'GEOMETRIA DEL MURO'!F18))))/((SIN(RADIANS('GEOMETRIA DEL MURO'!F16-'GEOMETRIA DEL MURO'!F18)))*(SIN(RADIANS('GEOMETRIA DEL MURO'!F16+'GEOMETRIA DEL MURO'!F18)))))^(1/2)))^2)","v":0.33333333333333337}]
[]
[null,"Magnitud de la Fuerza F1 :"]
[]
[]
[]
[null,null,"F1 = ",{"$f":"(0.5*D39*'PROPIEDADES DE LOS SUELOS'!C19*('GEOMETRIA DEL MURO'!F10^2))","v":41.738700000000009},"KN/m"]
[]
[null,"Ubicación de la Fuerza F1:"]
[]
[]
[]
[null,null,"h1 = ",{"$f":"(1/3)*'GEOMETRIA DEL MURO'!F10","v":1.2433333333333332},"m."]
[]
["c) Magnitud y ubicación de la fuerza provocada por la sobrecarga \"q\" "]
[]
[null,"Magnitud de la Fuerza F2 :"]
[]
[]
[]
[null,null,"F2 = ",{"$f":"'CARGAS DISTRIBUIDAS'!B13*'MC ANALISIS EXTERNO'!D39*'GEOMETRIA DEL MURO'!F10","v":31.083333333333336},"KN/m"]
[]
[null,"Ubicación de la Fuerza F2:"]
[]
[]
[]
[null,null,"h2 = ",{"$f":"(1/2)*'GEOMETRIA DEL MURO'!F10","v":1.865},"m."]
[]
["d) Magnitud y ubicación de las fuerzas provocadas por la acción de un sismo."]
[]
[]
[]
["A = Aceleración Máxima de sismo."]
["A = ",{"$f":"'CARGAS DISTRIBUIDAS'!C39","v":0.17}]
[]
["Por lo tanto:"]
[null,"Am =",{"$f":"(1.45-B72)*B72","v":0.21760000000000002}]
[]
[null,"Magnitud de la fuerza de inercia horizontal PIR:"]
[]
[]
[null,null,"PIR = ",{"$f":"(0.5*C75*'PROPIEDADES DE LOS SUELOS'!C24*('GEOMETRIA DEL MURO'!F10^2))","v":27.247023360000004},"KN/m"]
[]
[null,"Ubicación de la fuerza de inercia horizontal PIR:"]
[]
[]
[]
[null,null,"hpIR = ",{"$f":"'GEOMETRIA DEL MURO'!F10/2","v":1.865},"m."]
[]
[null,"Magnitud del empuje sísmico PAE al 50% de su valor:"]
[]
[]
[null,null,"50% PAE =",{"$f":"50%*(0.375*C75*'PROPIEDADES DE LOS SUELOS'!C19*('GEOMETRIA DEL MURO'!F10^2))","v":10.217633760000002},"KN/m"]
[]
[null,"Ubicación del empuje sísmico PAE "]
[]
[]
[]
[null,null,"hpAE =",{"$f":"0.6*'GEOMETRIA DEL MURO'!F10","v":2.238},"m."]
[]
["RESUMEN:"]
[null,null,"Fuerza provocada por:","Magnitud (KN/m)","Ubicación (m)"]
[null,null,"Empuje de relleno retenido",{"$f":"D45","v":41.738700000000009},{"$f":"D51","v":1.2433333333333332}]
[null,null,"Sobrecarga",{"$f":"D59","v":31.083333333333336},{"$f":"D65","v":1.865}]
[null,null,"Sismo (Fuerza inercial horizontal)",{"$f":"D80","v":27.247023360000004},{"$f":"D86","v":1.865}]
[null,null,"Sismo (Empuje sísmico al 50% de su magnitud)",{"$f":"D91","v":10.217633760000002},{"$f":"D97","v":2.238}]
[]
[null,null,"ANÁLISIS EXTERNO DE LA ESTRUCTURA"]
[null,null,null,"FUERZAS VERTICALES"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,"L =",{"$f":"'GEOMETRIA DEL MURO'!F12","v":4.3},"m."]
[]
["a) Magnitud y ubicación de la fuerza vertical provocada por el suelo reforzado."]
[]
[null,"Magnitud de la fuerza vertical V1 :"]
[]
[]
[null,null,"V1 = ",{"$f":"'PROPIEDADES DE LOS SUELOS'!C24*'GEOMETRIA DEL MURO'!F10*E125","v":288.702},"KN/m"]
[]
[null,"Ubicación de la fuerza vertical V1"]
[]
[]
[null,null,"lv1 = ",{"$f":"0.5*E125","v":2.15},"m."]
[]
["b) Magnitud y ubicación de la fuerza vertical provocada la sobrecarga \"q\""]
[]
[null,"Magnitud de la fuerza vertical V2"]
[]
[]
[null,null,"V2 = ",{"$f":"'CARGAS DISTRIBUIDAS'!B13*E125","v":107.5},"KN/m"]
[]
[null,"Ubicación de la fuerza vertical V2"]
[]
[]
[null,null,"lv2 = ",{"$f":"0.5*E125","v":2.15},"m."]
[]
["c) Magnitud y ubicación de la fuerza vertical Resultante."]
[]
[null,"Magnitud de la fuerza vertical R"]
[]
[]
[null,null,"R =",{"$f":"D132+D144","v":396.202},"KN/m"]
[null,"Ubicación de la fuerza Vertical R"]
[]
[null,"Se necesita encontrar la excentricidad de la fuerza resultante:"]
[]
[]
[]
[]
[null,"Por lo que:"]
[]
[]
[]
[null,null,"MRAP =",{"$f":"(D132*(E125/2))+(D144*(E125/2))","v":851.83429999999998},"KN/m · m"]
[]
[]
[]
[null,null,"MR = ",{"$f":"(D132*(E125/2))","v":620.70929999999998},"KN/m · m"]
[]
[]
[]
[null,null,"Mv =",{"$f":"(D45*D51)+(D59*D65)+(D80*D86)+(D91*D97)","v":183.54829658794668},"KN/m · m"]
[]
[null,"Entonces:"]
[]
[]
[]
[null,null,"e = ",{"$f":"IF(D132+D144=0,0,(E125/2)-((D168-D176)/(D132+D144)))","v":0.46326948523214573},"m."]
[]
[null,"Condición"]
[null,"si:"]
[]
[]
[null,null,null,{"$f":"E125/6","v":0.71666666666666667},"m",{"$f":"IF(D182<=D188,\"CUMPLE CONDICIÓN DE EXCENTRICIDAD\",\"NO CUMPLE CONDICIÓN DE EXCENTRICIDAD, REQUIERE INCREMENTAR LONGITUD DE REFUERZO (L)\")","v":"CUMPLE CONDICIÓN DE EXCENTRICIDAD"}]
[]
[]
[]
[null,null,"ANÁLISIS EXTERNO DE LA ESTRUCTURA"]
[null,null,"REVISIÓN DE FACTORES DE SEGURIDAD"]
[]
["a) Revisión del factor de seguridad por deslizamiento del muro."]
[]
[]
[]
[]
[null,"Por lo que:"]
[]
[]
[]
[null,"si:"]
[null,"ϕc =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C16","v":28},"°"]
[null,"ϕr =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C26","v":30},"°"]
[null,"r =",{"$f":"'PROPIEDADES DEL GEOSINTETICO'!B30","v":0},"°","Coef. De fricción de la interacción Suelo/Refuerzo, dado por el fabricante del material Geosintético que se va a utilizar"]
[]
["μ es la tangente del mínimo de los coeficientes de fricción dados anteriormente, en caso de que no se tenga el valor de \"r\", se compara con los otros dos valores. "]
[]
[null,"μ=",{"$f":"IF(C207=0,TAN(RADIANS(MIN(C205:C206))),TAN(RADIANS(MIN(C205:C207))))","v":0.53170943166147877},"°"]
[]
[null,"entonces"]
[]
[]
[null,null,"Pr =",{"$f":"(D132+D144)*C211","v":210.6643402431412},"KN/m"]
[]
[null,"Y"]
[]
[]
[null,null,"Pd = ",{"$f":"SUM(D101:D104)","v":110.28669045333334},"KN/m"]
[]
[null,"Por lo tanto:"]
[]
[]
[]
[null,null,"F.S.des = ",{"$f":"IF(D221=0,0,D216/D221)","v":1.9101519809616703},null,{"$f":"IF(D227>=1.5,\"CUMPLE CON EL FACTOR DE SEGURIDAD DE DESLIZAMIENTO\",\"NO CUMPLE CON EL FACTOR DE SEGURIDAD DE DESLIZAMIENTO, SE REQUIERE INCREMENTAR LA LONGITUD DE REFUERZO (L) O MEJORAR LAS CONDICIONES DEL SUELO DE DESPLANTE.\")","v":"CUMPLE CON EL FACTOR DE SEGURIDAD DE DESLIZAMIENTO"}]
[]
[]
["b) Revisión del factor de seguridad por volteo del muro."]
[]
[]
[]
[]
[null,null,"F.S.V =",{"$f":"IF(D176=0,0,D172/D176)","v":3.381721931168066},null,{"$f":"IF(D235>=2.5,\"CUMPLE CON EL FACTOR DE SEGURIDAD POR VOLTEO\",\"NO CUMPLE CON EL FACTOR DE SEGURIDAD POR VOLTEO, SE REQUIERE INCREMENTAR LA LONGITUD DE REFUERZO (L)\")","v":"CUMPLE CON EL FACTOR DE SEGURIDAD POR VOLTEO"}]

{"sheet":"MC ANALISIS INTERNO","index":8,"n_rows":132,"n_cols":20,"rows_kept":132,"cut":false,"hidden":false,"merged":[[18,16,18,19],[91,4,93,12],[0,3,1,9],[2,3,3,9],[10,4,10,9],[45,5,47,9],[11,4,11,9]]}
[null,null,null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[null,null,null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"ANÁLISIS INTERNO DE LA ESTRUCTURA"]
[null,null,null,null,"CARGAS ADMISIBLES"]
[]
["a) Esfuerzo máximo vertical."]
[]
[]
[]
[null,null,"σv = ",{"$f":"IF(('MC ANALISIS EXTERNO'!E125-(2*'MC ANALISIS EXTERNO'!D182))=0,0,(('MC ANALISIS EXTERNO'!D132+'MC ANALISIS EXTERNO'!D144)/('MC ANALISIS EXTERNO'!E125-(2*'MC ANALISIS EXTERNO'!D182)))+'CARGAS CONCENTRADAS'!D59)","v":117.44673987075213},"KN/m2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FACTORES DE CAPACIDAD DE CARGA"]
["b) Carga última.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"j","Nc","Nq","Ng"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0,5.14,1,0]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,5.38,1.0900000000000001,7.0000000000000007E-2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,5.63,1.2,0.15]
[null,"si =","ϕc =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C16","v":28},"°",null,null,null,null,null,null,null,null,null,null,null,3,5.9,1.31,0.24]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,6.19,1.43,0.34]
[null,"Tenemos los factores de capacidad de carga de:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,5,6.49,1.57,0.45]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6,6.81,1.72,0.56999999999999995]
[null,null,"Nc =",{"$f":"VLOOKUP(D24,Q21:T68,2,TRUE)","v":25.8},null,null,null,null,null,null,null,null,null,null,null,null,7,7.16,1.88,0.71]
[null,null,"Nq = ",{"$f":"VLOOKUP(D24,'MC ANALISIS INTERNO'!Q21:T68,3,TRUE)","v":14.72},null,null,null,null,null,null,null,null,null,null,null,null,8,7.53,2.06,0.86]
[null,null,"Ng =",{"$f":"VLOOKUP(D24,'MC ANALISIS INTERNO'!Q21:T68,4,TRUE)","v":16.72},null,null,null,null,null,null,null,null,null,null,null,null,9,7.92,2.25,1.03]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10,8.35,2.4700000000000002,1.22]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,11,8.8000000000000007,2.71,1.44]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12,9.2799999999999994,2.97,1.69]
[null,null,"qult =",{"$f":"('PROPIEDADES DE LOS SUELOS'!C15*'MC ANALISIS INTERNO'!D28)+((0.5*('MC ANALISIS EXTERNO'!E125-(2*'MC ANALISIS EXTERNO'!D182))*'PROPIEDADES DE LOS SUELOS'!C14*'MC ANALISIS INTERNO'!D30))","v":3017.5610650196713},"KN/m2",null,null,null,null,null,null,null,null,null,null,null,13,9.81,3.26,1.97]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,14,10.37,3.59,2.29]
["c) Carga admisible.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,15,10.98,3.94,2.65]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,11.63,4.34,3.06]
[null,"Se comprueba la siguiente relación:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,17,12.34,4.7699999999999996,3.53]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,18,13.1,5.26,4.07]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,19,13.93,5.8,4.68]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,14.83,6.4,5.39]
[null,"Por lo que:","F.S. = ",2.5,null,null,null,null,null,null,null,null,null,null,null,null,21,15.82,7.07,6.2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,22,16.88,7.82,7.13]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,23,18.05,8.66,8.1999999999999993]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,19.32,9.6,9.44]
[null,null,"qa = ",{"$f":"D34/D42","v":1207.0244260078684},"KN/m2",{"$f":"IF(D18<=D46,\"CUMPLE LA CONDICIÓN DE CARGA ADMISIBLE CON RESPECTO AL ESFUERZO VERTICAL APLICADO\", \"NO CUMPLE LA CONDICIÓN DE CARGA ADMISIBLE, SE REQUIERE INCREMENTAR LA LONGITUD DE REFUERZO (L) O MEJORAR LAS CONDICIONES DEL SUELO DE DESPLANTE\")","v":"CUMPLE LA CONDICIÓN DE CARGA ADMISIBLE CON RESPECTO AL ESFUERZO VERTICAL APLICADO"},null,null,null,null,null,null,null,null,null,null,25,20.72,10.66,10.88]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,26,22.25,11.85,12.54]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,27,23.94,13.2,14.47]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,28,25.8,14.72,16.72]
[null,"De acuerdo a la gráfica mostrada a la derecha, se tiene que:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,29,27.86,16.440000000000001,19.34]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,30.14,18.399999999999999,22.4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,31,32.67,20.63,25.9]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,32,35.49,23.18,30.22]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,33,38.64,26.09,35.19]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,37,55.63,42.92,66.19]
[null,null,"Kar =",{"$f":"((SIN(RADIANS('GEOMETRIA DEL MURO'!F16+'PROPIEDADES DE LOS SUELOS'!C26)))^2)/(((SIN(RADIANS('GEOMETRIA DEL MURO'!F16)))^2)*(SIN(RADIANS('GEOMETRIA DEL MURO'!F16-'GEOMETRIA DEL MURO'!F18)))*(1+((((SIN(RADIANS('PROPIEDADES DE LOS SUELOS'!C26+'GEOMETRIA DEL MURO'!F18)))*(SIN(RADIANS('PROPIEDADES DE LOS SUELOS'!C26-'GEOMETRIA DEL MURO'!F18))))/((SIN(RADIANS('GEOMETRIA DEL MURO'!F16-'GEOMETRIA DEL MURO'!F18)))*(SIN(RADIANS('GEOMETRIA DEL MURO'!F16+'GEOMETRIA DEL MURO'!F18)))))^(1/2)))^2)","v":0.33333333333333337},null,null,null,null,null,null,null,null,null,null,null,null,38,61.35,48.93,78.03]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,39,37.869999999999997,55.96,92.25]
[null,"Por lo que el Esfuerzo Maximo horizontal del muro es:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,40,75.31,64.2,109.41]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,41,83.86,73.900000000000006,130.22]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,42,93.71,85.38,155.55000000000001]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,43,105.11,99.02,186.54]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,44,118.37,115.31,224.64]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,45,133.88,134.88,271.76]
[null,null,"σH =",{"$f":"(D56*D18)+'CARGAS CONCENTRADAS'!D34","v":39.148913290250711},"KN/m2",null,null,null,null,null,null,null,null,null,null,null,46,152.1,158.51,330.35]
["d) Espaciamiento entre cada capa de refuerzo.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,47,173.64,187.21,403.67]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,48,199.26,222.31,496.01]
["Se propone el espaciamiento de =",null,null,{"$f":"'GEOMETRIA DEL MURO'!F14","v":0.5},"m",null,null,null,null,null,null,null,null,null,null,null,49,229.93,265.51,613.16]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,50,266.89,319.07,762.89]
[null,"Para el primer y ultimo refuerzo tenemos un ancho tributario de:"]
[]
[null,null,"Sv =",0.5,"m"]
[]
[null,"Para el restante de los refuerzos tenemos:"]
[]
[null,null,"Sv =",{"$f":"D67","v":0.5},"m"]
[]
["e) Revisión de deslizamiento de la primera capa de refuerzo a partir de la parte inferior del muro."]
[]
[]
[]
[null,null,"Fa1@primer refuerzo =",{"$f":"0.5*'PROPIEDADES DE LOS SUELOS'!C24*(('GEOMETRIA DEL MURO'!F10)^2)*D56","v":41.738700000000009},"KN/m"]
[]
[]
[]
[null,null,"Fa2@primer refuerzo =",{"$f":"'CARGAS DISTRIBUIDAS'!B13*('GEOMETRIA DEL MURO'!F10)*D56","v":31.083333333333336},"KN/m"]
[]
[null,"Por lo que el Factor de seguridad de deslizamiento en el primer refuerzo es:"]
[]
[]
[null,null,null,null,null,"Ci =",{"$f":"'PROPIEDADES DEL GEOSINTETICO'!B15","v":0.66}]
[]
[null,null,"F.S.des@primer refuerzo =",{"$f":"IF(D81+D85=0,0,('PROPIEDADES DE LOS SUELOS'!C24*('GEOMETRIA DEL MURO'!F10)*'MC ANALISIS EXTERNO'!E125*TAN(RADIANS('PROPIEDADES DE LOS SUELOS'!C26))*'MC ANALISIS INTERNO'!G90)/(D81+D85))","v":1.5106724168319707},{"$f":"IF(D92>=1.48,\"CUMPLE CON EL FACTOR DE SEGURIDAD DE DESLIZAMIENTO EN EL PRIMER REFUERZO EN LA PRIMERA CAPA DE REFUERZO\",\"NO CUMPLE CON EL FACTOR DE SEGURIDAD DE DESLIZAMIENTO EN LA PRIMERA CAPA DE REFUERZO, SE REQUIERE INCREMENTAR LA LONGITUD DE REFUERZO(L)\")","v":"CUMPLE CON EL FACTOR DE SEGURIDAD DE DESLIZAMIENTO EN EL PRIMER REFUERZO EN LA PRIMERA CAPA DE REFUERZO"}]
[]
[]
[]
["f) Tensión máxima por capa de refuerzo."]
[]
[]
[]
[null,null,null,null,"Numero de capas de acuerdo a el espaciamiento propuesto:",{"$f":"IF(D67=0,0,IF((('GEOMETRIA DEL MURO'!F10/D67))<=0,0,ROUND((('GEOMETRIA DEL MURO'!F10/D67)),0)))","v":7},"Capas de geosintético"]
[]
["Capa No","Zi (m)","Sv (m)","Tmax (KN/m)",null,"Capa No","Zi (m)","Sv (m)","Tmax (KN/m)",null,"Capa No","Zi (m)","Sv (m)","Tmax (KN/m)"]
[1,{"$f":"IF(A103<=$F$100,A103*$D$67,\"\")","v":0.5},{"$f":"IF(A103<=$F$100,IF(A103=1,$D$71,IF(A103=$F$100,$D$75,$D$75)),\"\")","v":0.5},{"$f":"IF(A103<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*B103+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*C103),\"\")","v":5.666666666666667},null,31,{"$f":"IF(F103<=$F$100,F103*$D$67,\"\")","v":""},{"$f":"IF(F103<=$F$100,IF(F103=1,$D$71,IF(F103=$F$100,$D$75,$D$75)),\"\")","v":""},{"$f":"IF(F103<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*G103+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*H103),\"\")","v":""},null,61,{"$f":"IF(K103<=$F$100,K103*$D$67,\"\")","v":""},{"$f":"IF(K103<=$F$100,IF(K103=1,$D$71,IF(K103=$F$100,$D$75,$D$75)),\"\")","v":""},{"$f":"IF(K103<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*L103+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*M103),\"\")","v":""}]
[2,{"$f":"IF(A104<=$F$100,A104*$D$67,\"\")","v":1},0.5,{"$f":"IF(A104<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*B104+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*C104),\"\")","v":7.1666666666666679},null,32,{"$f":"IF(F104<=$F$100,F104*$D$67,\"\")","v":""},"",{"$f":"IF(F104<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*G104+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*H104),\"\")","v":""},null,62,{"$f":"IF(K104<=$F$100,K104*$D$67,\"\")","v":""},"",{"$f":"IF(K104<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*L104+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*M104),\"\")","v":""}]
[3,1.5,0.5,{"$f":"IF(A105<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*B105+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*C105),\"\")","v":8.6666666666666679},null,33,"","",{"$f":"IF(F105<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*G105+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*H105),\"\")","v":""},null,63,"","",{"$f":"IF(K105<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*L105+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*M105),\"\")","v":""}]
[4,2,0.5,{"$f":"IF(A106<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*B106+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*C106),\"\")","v":10.166666666666668},null,34,"","",{"$f":"IF(F106<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*G106+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*H106),\"\")","v":""},null,64,"","",{"$f":"IF(K106<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*L106+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*M106),\"\")","v":""}]
[5,2.5,0.5,{"$f":"IF(A107<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*B107+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*C107),\"\")","v":11.666666666666668},null,35,"","",{"$f":"IF(F107<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*G107+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*H107),\"\")","v":""},null,65,"","",{"$f":"IF(K107<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*L107+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*M107),\"\")","v":""}]
[6,3,0.5,{"$f":"IF(A108<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*B108+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*C108),\"\")","v":13.166666666666668},null,36,"","",{"$f":"IF(F108<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*G108+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*H108),\"\")","v":""},null,66,"","",{"$f":"IF(K108<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*L108+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*M108),\"\")","v":""}]
[7,3.5,0.5,{"$f":"IF(A109<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*B109+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*C109),\"\")","v":14.666666666666668},null,37,"","",{"$f":"IF(F109<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*G109+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*H109),\"\")","v":""},null,67,"","",{"$f":"IF(K109<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*L109+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*M109),\"\")","v":""}]
[8,"","",{"$f":"IF(A110<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*B110+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*C110),\"\")","v":""},null,38,"","",{"$f":"IF(F110<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*G110+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*H110),\"\")","v":""},null,68,"","",{"$f":"IF(K110<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*L110+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*M110),\"\")","v":""}]
[9,{"$f":"IF(A111<=$F$100,A111*$D$67,\"\")","v":""},"",{"$f":"IF(A111<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*B111+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*C111),\"\")","v":""},null,39,"","",{"$f":"IF(F111<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*G111+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*H111),\"\")","v":""},null,69,"","",{"$f":"IF(K111<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*L111+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*M111),\"\")","v":""}]
[10,"",{"$f":"IF(A112<=$F$100,IF(A112=1,$D$71,IF(A112=$F$100,$D$75,$D$75)),\"\")","v":""},{"$f":"IF(A112<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*B112+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*C112),\"\")","v":""},null,40,"","",{"$f":"IF(F112<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*G112+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*H112),\"\")","v":""},null,70,"","",{"$f":"IF(K112<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*L112+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*M112),\"\")","v":""}]
[11,"",{"$f":"IF(A113<=$F$100,IF(A113=1,$D$71,IF(A113=$F$100,$D$75,$D$75)),\"\")","v":""},{"$f":"IF(A113<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*B113+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*C113),\"\")","v":""},null,41,"","",{"$f":"IF(F113<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*G113+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*H113),\"\")","v":""},null,71,"","",{"$f":"IF(K113<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*L113+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*M113),\"\")","v":""}]
[12,"","",{"$f":"IF(A114<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*B114+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*C114),\"\")","v":""},null,42,"","",{"$f":"IF(F114<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*G114+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*H114),\"\")","v":""},null,72,"","",{"$f":"IF(K114<=$F$100,(($D$56*('PROPIEDADES DE LOS SUELOS'!$C$24*L114+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59)+'CARGAS CONCENTRADAS'!$D$34)*M114),\"\")","v":""}]
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{"sheet":"REVISION","index":9,"n_rows":85,"n_cols":6,"rows_kept":85,"cut":false,"hidden":false,"merged":[[84,3,85,11],[0,3,1,9],[2,3,3,9],[38,3,40,11],[22,3,24,11],[72,3,74,11],[54,3,61,11]]}
[null,null,null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[null,null,null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[]
[]
[]
[]
[]
[]
["Revisión de Factores de seguridad mínimos para los análisis de estabilidad externa e interna."]
[]
["Condiciones para el análisis de estabilidad externa."]
[null,"Condición de excentricidad \"e\":"]
[]
[]
[]
[null,null,"si :","e =",{"$f":"'MC ANALISIS EXTERNO'!D182","v":0.46326948523214573},"m"]
[]
[null,null,null,null,{"$f":"'MC ANALISIS EXTERNO'!$D$188","v":0.71666666666666667},"m"]
[]
[null,null,"entonces:"]
[null,null,null,{"$f":"'MC ANALISIS EXTERNO'!F188","v":"CUMPLE CONDICIÓN DE EXCENTRICIDAD"}]
[]
[]
[]
[null,"Condición del Factor de Seguridad por deslizamiento del muro \"F.S.des\":"]
[]
[]
[]
[null,null,"Si:"]
[null,null,null,"Pr =",{"$f":"'MC ANALISIS EXTERNO'!D216","v":210.6643402431412},"KN/m"]
[null,null,null,"Pd = ",{"$f":"'MC ANALISIS EXTERNO'!D221","v":110.28669045333334},"KN/m"]
[]
[null,null,"Entonces:"]
[null,null,null,"F.S.des = ",{"$f":"'MC ANALISIS EXTERNO'!D227","v":1.9101519809616703}]
[]
[null,null,"Por lo tanto:"]
[null,null,null,{"$f":"'MC ANALISIS EXTERNO'!F227","v":"CUMPLE CON EL FACTOR DE SEGURIDAD DE DESLIZAMIENTO"}]
[]
[]
[]
[null,"Condición del Factor de Seguridad por volteo del muro \"F.S.V:"]
[]
[]
[]
[null,null,"Si:"]
[null,null,null,"MR = ",{"$f":"'MC ANALISIS EXTERNO'!D172","v":620.70929999999998},"KN/m · m"]
[null,null,null,"Mv =",{"$f":"'MC ANALISIS EXTERNO'!D176","v":183.54829658794668},"KN/m · m"]
[]
[null,null,"Entonces:"]
[null,null,null,"F.S.V =",{"$f":"'MC ANALISIS EXTERNO'!D235","v":3.381721931168066}]
[]
[null,null,"Por lo tanto:"]
[null,null,null,{"$f":"'MC ANALISIS EXTERNO'!F235","v":"CUMPLE CON EL FACTOR DE SEGURIDAD POR VOLTEO"}]
[]
[]
[]
[]
[]
[]
[]
[]
["Condiciones para el análisis de estabilidad interna."]
[null,"Condición del Esfuerzo Vertical:"]
[]
[]
[null,null,"si:"]
[null,null,null,"σv = ",{"$f":"'MC ANALISIS INTERNO'!D18","v":117.44673987075213},"KN/m2"]
[null,null,null,"qa = ",{"$f":"'MC ANALISIS INTERNO'!D46","v":1207.0244260078684},"KN/m2"]
[]
[null,null,"Por lo tanto:"]
[null,null,null,{"$f":"'MC ANALISIS INTERNO'!F46","v":"CUMPLE LA CONDICIÓN DE CARGA ADMISIBLE CON RESPECTO AL ESFUERZO VERTICAL APLICADO"}]
[]
[]
[]
[null,"Condición de factor de seguridad de la primera capa de refuerzo:"]
[]
[]
[]
[null,null,"si:"]
[null,null,null,"F.S.des@primer refuerzo =",{"$f":"'MC ANALISIS INTERNO'!D92","v":1.5106724168319707}]
[]
[null,null,"Por lo tanto:"]
[null,null,null,{"$f":"'MC ANALISIS INTERNO'!E92","v":"CUMPLE CON EL FACTOR DE SEGURIDAD DE DESLIZAMIENTO EN EL PRIMER REFUERZO EN LA PRIMERA CAPA DE REFUERZO"}]

{"sheet":"DISEÑO","index":10,"n_rows":134,"n_cols":14,"rows_kept":134,"cut":false,"hidden":false,"merged":[[0,3,1,9],[2,3,3,9],[10,4,10,9],[11,4,11,9],[133,0,136,13]]}
[null,null,null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[null,null,null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"DISEÑO"]
[null,null,null,null,"LONGITUD REQUERIDA DE GEOSINTETICO"]
[]
["a) Longitud necesaria de empotramiento para evitar la falla por extracción "]
[]
[]
[]
[]
[null,"Donde:"]
[null,"C =",{"$f":"'PROPIEDADES DEL GEOSINTETICO'!B13","v":2}]
[null,"Ci =",{"$f":"'PROPIEDADES DEL GEOSINTETICO'!B15","v":0.66}]
[null,"Zi =","Profundidad a la que se encuentra el refuerzo"]
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[]
[]
["b) Longitud necesaria en la zona activa del suelo reforzado, para evitar la falla por elongación o ruptura."]
[]
[]
[]
["Capa No.","Zi (m)","La (m)",null,"Capa No.","Zi (m)","La (m)",null,"Capa No.","Zi (m)","La (m)"]
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[]
[]
["c) Longitud requerida por cada capa de refuerzo para su funcionamiento adecuado."]
[]
["Capa No.","Zi (m)","LT (m)",{"$f":"'MC ANALISIS INTERNO'!$D$102","v":"Tmax (KN/m)"},null,"Capa No.","Zi (m)","LT (m)",{"$f":"'MC ANALISIS INTERNO'!$D$102","v":"Tmax (KN/m)"},null,"Capa No.","Zi (m)","LT (m)",{"$f":"'MC ANALISIS INTERNO'!$D$102","v":"Tmax (KN/m)"}]
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[]
[]
["NOTA:"]
["SI LA LONGITUD PROPUESTA AL INICIO DEL ANALISIS DE LA ESTRUCTURA ES MAYOR QUE LA RESULTANTE EN CADA UNA DE LAS CAPAS DADAS EN LA TABLA ANTERIOR, ENTONCES, DE ACUERDO A LAS CONDICIONES DE LA ESTRUCTURA Y DE LOS FACTORES EXTERNOS, SE TOMA UN CRITERIO, TOMANDO EN CUENTA QUE SE PUEDE USAR EN TODA LA ALTURA DEL MURO LA MISMA LONGITUD DE REFUERZO, O TOMAR LAS LONGITUDES DADAS EN LA TABLA."]

{"sheet":"DISEÑO POR SISMO","index":11,"n_rows":74,"n_cols":17,"rows_kept":74,"cut":false,"hidden":false,"merged":[[0,3,1,9],[2,3,3,9],[10,4,10,9],[11,3,11,10]]}
[null,null,null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[null,null,null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"DISEÑO POR SISMO"]
[null,null,null,"TENSION TOTAL GENERADA POR LA ACCIÓN DE UN SISMO"]
[]
["a) Fuerza inercial interna, debido al peso del relleno y la aceleración sísmica dentro de la zona activa."]
[]
[]
[]
[]
[null,"donde:"]
[]
[null,null,"Am = ",{"$f":"'MC ANALISIS EXTERNO'!$C$75","v":0.21760000000000002}]
[]
[]
[]
[]
[]
[null,null,"Areazona activa =",{"$f":"(('GEOMETRIA DEL MURO'!F10^2)*TAN(RADIANS(90-(45+('PROPIEDADES DE LOS SUELOS'!C26/2)))))/2","v":4.0163082801041723},"m2"]
[]
[]
[null,null,"WA =",{"$f":"D27*'PROPIEDADES DE LOS SUELOS'!C24","v":72.293549041875096},"KN/m"]
[]
[]
[null,"Por lo tanto:"]
[null,null,"PI =",{"$f":"D21*D30","v":15.731076271512022},"KN/m"]
[]
[]
[]
["b) Incremento de la tensión máxima por la acción de un sismo."]
[]
[]
[]
[]
[]
["Capa No.","Le","Tmax","Tmd","Ttotal",null,"Capa No.","Le","Tmax","Tmd","Ttotal",null,"Capa No.","Le","Tmax","Tmd","Ttotal"]
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[30,{"$f":"DISEÑO!D58","v":""},{"$f":"'MC ANALISIS INTERNO'!D132","v":""},{"$f":"IF(A74<='MC ANALISIS INTERNO'!$F$100,$D$34*(B74/((SUM($B$45:$B$74))+(SUM($H$45:$H$74))+(SUM($N$45:$N$74)))),\"\")","v":""},{"$f":"IF(D74=0,C74+D74,IF(A74<='MC ANALISIS INTERNO'!$F$100,C74+D74,\"\"))","v":""},null,60,{"$f":"DISEÑO!I58","v":""},{"$f":"DISEÑO!I130","v":""},{"$f":"IF(G74<='MC ANALISIS INTERNO'!$F$100,$D$34*(H74/((SUM($B$45:$B$74))+(SUM($H$45:$H$74))+(SUM($N$45:$N$74)))),\"\")","v":""},{"$f":"IF(J74=0,I74+J74,IF(G74<='MC ANALISIS INTERNO'!$F$100,I74+J74,\"\"))","v":""},null,90,{"$f":"DISEÑO!N58","v":""},{"$f":"DISEÑO!N130","v":""},{"$f":"IF(M74<='MC ANALISIS INTERNO'!$F$100,$D$34*(N74/((SUM($B$45:$B$74))+(SUM($H$45:$H$74))+(SUM($N$45:$N$74)))),\"\")","v":""},{"$f":"IF(P74=0,O74+P74,IF(M74<='MC ANALISIS INTERNO'!$F$100,O74+P74,\"\"))","v":""}]

{"sheet":"DISEÑO FINAL","index":12,"n_rows":130,"n_cols":8,"rows_kept":130,"cut":false,"hidden":false,"merged":[[0,2,1,8],[2,2,3,8],[9,3,9,8],[32,2,32,8],[22,0,27,10]]}
[null,null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[null,null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[]
[]
[]
[]
[]
[null,null,null,"DISEÑO FINAL"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["NOTA: el diseño dado en la siguiente tabla esta dada mediante un espaciamiento vertical constante y un solo tipo de geosintético. Si se requiere un diseño combinando diferentes tipos de geosintético y variando los espacios que existen entre los refuerzos entonces dar click en \"Diseño Alternativo\", de lo contrario si esta de acuerdo con el diseño presentado a continuación, dar clik en \"Reporte Final\"."]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"DISEÑO POR CAPA DEL MURO MECANICAMENTE ESTABILIZADO"]
[null,null,null,"Capa No.","Zi (m)","LT (m)","Ttotal (KN/m)"]
[null,null,null,{"$f":"IF(DISEÑO!B101=\"\",\"\",DISEÑO!A101)","v":1},{"$f":"IF(DISEÑO!B29=\"\",\"\",DISEÑO!B29)","v":0.5},{"$f":"IF(DISEÑO!C101=\"\",\"\",DISEÑO!C101)","v":3.413918796285464},{"$f":"IF('DISEÑO POR SISMO'!E45=\"\",\"\",'DISEÑO POR SISMO'!E45)","v":8.8946975602159011}]
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[null,null,null,{"$f":"IF(DISEÑO!B105=\"\",\"\",DISEÑO!A105)","v":5},{"$f":"IF(DISEÑO!B33=\"\",\"\",DISEÑO!B33)","v":2.5},{"$f":"IF(DISEÑO!C105=\"\",\"\",DISEÑO!C105)","v":1.7101408311032396},{"$f":"IF('DISEÑO POR SISMO'!E49=\"\",\"\",'DISEÑO POR SISMO'!E49)","v":13.7505075629938}]
[null,null,null,{"$f":"IF(DISEÑO!B106=\"\",\"\",DISEÑO!A106)","v":6},{"$f":"IF(DISEÑO!B34=\"\",\"\",DISEÑO!B34)","v":3},{"$f":"IF(DISEÑO!C106=\"\",\"\",DISEÑO!C106)","v":1.4214656965084267},{"$f":"IF('DISEÑO POR SISMO'!E50=\"\",\"\",'DISEÑO POR SISMO'!E50)","v":15.2505075629938}]
[null,null,null,{"$f":"IF(DISEÑO!B107=\"\",\"\",DISEÑO!A107)","v":7},{"$f":"IF(DISEÑO!B35=\"\",\"\",DISEÑO!B35)","v":3.5},{"$f":"IF(DISEÑO!C107=\"\",\"\",DISEÑO!C107)","v":1.1327905619136138},{"$f":"IF('DISEÑO POR SISMO'!E51=\"\",\"\",'DISEÑO POR SISMO'!E51)","v":16.7505075629938}]
[null,null,null,{"$f":"IF(DISEÑO!B108=\"\",\"\",DISEÑO!A108)","v":""},{"$f":"IF(DISEÑO!B36=\"\",\"\",DISEÑO!B36)","v":""},{"$f":"IF(DISEÑO!C108=\"\",\"\",DISEÑO!C108)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E52=\"\",\"\",'DISEÑO POR SISMO'!E52)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B109=\"\",\"\",DISEÑO!A109)","v":""},{"$f":"IF(DISEÑO!B37=\"\",\"\",DISEÑO!B37)","v":""},{"$f":"IF(DISEÑO!C109=\"\",\"\",DISEÑO!C109)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E53=\"\",\"\",'DISEÑO POR SISMO'!E53)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B110=\"\",\"\",DISEÑO!A110)","v":""},{"$f":"IF(DISEÑO!B38=\"\",\"\",DISEÑO!B38)","v":""},{"$f":"IF(DISEÑO!C110=\"\",\"\",DISEÑO!C110)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E54=\"\",\"\",'DISEÑO POR SISMO'!E54)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B111=\"\",\"\",DISEÑO!A111)","v":""},{"$f":"IF(DISEÑO!B39=\"\",\"\",DISEÑO!B39)","v":""},{"$f":"IF(DISEÑO!C111=\"\",\"\",DISEÑO!C111)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E55=\"\",\"\",'DISEÑO POR SISMO'!E55)","v":""}]
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[null,null,null,{"$f":"IF(DISEÑO!B113=\"\",\"\",DISEÑO!A113)","v":""},{"$f":"IF(DISEÑO!B41=\"\",\"\",DISEÑO!B41)","v":""},{"$f":"IF(DISEÑO!C113=\"\",\"\",DISEÑO!C113)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E57=\"\",\"\",'DISEÑO POR SISMO'!E57)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B114=\"\",\"\",DISEÑO!A114)","v":""},{"$f":"IF(DISEÑO!B42=\"\",\"\",DISEÑO!B42)","v":""},{"$f":"IF(DISEÑO!C114=\"\",\"\",DISEÑO!C114)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E58=\"\",\"\",'DISEÑO POR SISMO'!E58)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B115=\"\",\"\",DISEÑO!A115)","v":""},{"$f":"IF(DISEÑO!B43=\"\",\"\",DISEÑO!B43)","v":""},{"$f":"IF(DISEÑO!C115=\"\",\"\",DISEÑO!C115)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E59=\"\",\"\",'DISEÑO POR SISMO'!E59)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B116=\"\",\"\",DISEÑO!A116)","v":""},{"$f":"IF(DISEÑO!B44=\"\",\"\",DISEÑO!B44)","v":""},{"$f":"IF(DISEÑO!C116=\"\",\"\",DISEÑO!C116)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E60=\"\",\"\",'DISEÑO POR SISMO'!E60)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B117=\"\",\"\",DISEÑO!A117)","v":""},{"$f":"IF(DISEÑO!B45=\"\",\"\",DISEÑO!B45)","v":""},{"$f":"IF(DISEÑO!C117=\"\",\"\",DISEÑO!C117)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E61=\"\",\"\",'DISEÑO POR SISMO'!E61)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B118=\"\",\"\",DISEÑO!A118)","v":""},{"$f":"IF(DISEÑO!B46=\"\",\"\",DISEÑO!B46)","v":""},{"$f":"IF(DISEÑO!C118=\"\",\"\",DISEÑO!C118)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E62=\"\",\"\",'DISEÑO POR SISMO'!E62)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B119=\"\",\"\",DISEÑO!A119)","v":""},{"$f":"IF(DISEÑO!B47=\"\",\"\",DISEÑO!B47)","v":""},{"$f":"IF(DISEÑO!C119=\"\",\"\",DISEÑO!C119)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E63=\"\",\"\",'DISEÑO POR SISMO'!E63)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B120=\"\",\"\",DISEÑO!A120)","v":""},{"$f":"IF(DISEÑO!B48=\"\",\"\",DISEÑO!B48)","v":""},{"$f":"IF(DISEÑO!C120=\"\",\"\",DISEÑO!C120)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E64=\"\",\"\",'DISEÑO POR SISMO'!E64)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B121=\"\",\"\",DISEÑO!A121)","v":""},{"$f":"IF(DISEÑO!B49=\"\",\"\",DISEÑO!B49)","v":""},{"$f":"IF(DISEÑO!C121=\"\",\"\",DISEÑO!C121)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E65=\"\",\"\",'DISEÑO POR SISMO'!E65)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B122=\"\",\"\",DISEÑO!A122)","v":""},{"$f":"IF(DISEÑO!B50=\"\",\"\",DISEÑO!B50)","v":""},{"$f":"IF(DISEÑO!C122=\"\",\"\",DISEÑO!C122)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E66=\"\",\"\",'DISEÑO POR SISMO'!E66)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B123=\"\",\"\",DISEÑO!A123)","v":""},{"$f":"IF(DISEÑO!B51=\"\",\"\",DISEÑO!B51)","v":""},{"$f":"IF(DISEÑO!C123=\"\",\"\",DISEÑO!C123)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E67=\"\",\"\",'DISEÑO POR SISMO'!E67)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B124=\"\",\"\",DISEÑO!A124)","v":""},{"$f":"IF(DISEÑO!B52=\"\",\"\",DISEÑO!B52)","v":""},{"$f":"IF(DISEÑO!C124=\"\",\"\",DISEÑO!C124)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E68=\"\",\"\",'DISEÑO POR SISMO'!E68)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B125=\"\",\"\",DISEÑO!A125)","v":""},{"$f":"IF(DISEÑO!B53=\"\",\"\",DISEÑO!B53)","v":""},{"$f":"IF(DISEÑO!C125=\"\",\"\",DISEÑO!C125)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E69=\"\",\"\",'DISEÑO POR SISMO'!E69)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B126=\"\",\"\",DISEÑO!A126)","v":""},{"$f":"IF(DISEÑO!B54=\"\",\"\",DISEÑO!B54)","v":""},{"$f":"IF(DISEÑO!C126=\"\",\"\",DISEÑO!C126)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E70=\"\",\"\",'DISEÑO POR SISMO'!E70)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B127=\"\",\"\",DISEÑO!A127)","v":""},{"$f":"IF(DISEÑO!B55=\"\",\"\",DISEÑO!B55)","v":""},{"$f":"IF(DISEÑO!C127=\"\",\"\",DISEÑO!C127)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E71=\"\",\"\",'DISEÑO POR SISMO'!E71)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!B128=\"\",\"\",DISEÑO!A128)","v":""},{"$f":"IF(DISEÑO!B56=\"\",\"\",DISEÑO!B56)","v":""},{"$f":"IF(DISEÑO!C128=\"\",\"\",DISEÑO!C128)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E72=\"\",\"\",'DISEÑO POR SISMO'!E72)","v":""}]
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[null,null,null,{"$f":"IF(DISEÑO!B130=\"\",\"\",DISEÑO!A130)","v":""},{"$f":"IF(DISEÑO!B58=\"\",\"\",DISEÑO!B58)","v":""},{"$f":"IF(DISEÑO!C130=\"\",\"\",DISEÑO!C130)","v":""},{"$f":"IF('DISEÑO POR SISMO'!E74=\"\",\"\",'DISEÑO POR SISMO'!E74)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G101=\"\",\"\",DISEÑO!F101)","v":""},{"$f":"IF(DISEÑO!G29=\"\",\"\",DISEÑO!G29)","v":""},{"$f":"IF(DISEÑO!H101=\"\",\"\",DISEÑO!H101)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K45=\"\",\"\",'DISEÑO POR SISMO'!K45)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G102=\"\",\"\",DISEÑO!F102)","v":""},{"$f":"IF(DISEÑO!G30=\"\",\"\",DISEÑO!G30)","v":""},{"$f":"IF(DISEÑO!H102=\"\",\"\",DISEÑO!H102)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K46=\"\",\"\",'DISEÑO POR SISMO'!K46)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G103=\"\",\"\",DISEÑO!F103)","v":""},{"$f":"IF(DISEÑO!G31=\"\",\"\",DISEÑO!G31)","v":""},{"$f":"IF(DISEÑO!H103=\"\",\"\",DISEÑO!H103)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K47=\"\",\"\",'DISEÑO POR SISMO'!K47)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G104=\"\",\"\",DISEÑO!F104)","v":""},{"$f":"IF(DISEÑO!G32=\"\",\"\",DISEÑO!G32)","v":""},{"$f":"IF(DISEÑO!H104=\"\",\"\",DISEÑO!H104)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K48=\"\",\"\",'DISEÑO POR SISMO'!K48)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G105=\"\",\"\",DISEÑO!F105)","v":""},{"$f":"IF(DISEÑO!G33=\"\",\"\",DISEÑO!G33)","v":""},{"$f":"IF(DISEÑO!H105=\"\",\"\",DISEÑO!H105)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K49=\"\",\"\",'DISEÑO POR SISMO'!K49)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G106=\"\",\"\",DISEÑO!F106)","v":""},{"$f":"IF(DISEÑO!G34=\"\",\"\",DISEÑO!G34)","v":""},{"$f":"IF(DISEÑO!H106=\"\",\"\",DISEÑO!H106)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K50=\"\",\"\",'DISEÑO POR SISMO'!K50)","v":""}]
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[null,null,null,{"$f":"IF(DISEÑO!G108=\"\",\"\",DISEÑO!F108)","v":""},{"$f":"IF(DISEÑO!G36=\"\",\"\",DISEÑO!G36)","v":""},{"$f":"IF(DISEÑO!H108=\"\",\"\",DISEÑO!H108)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K52=\"\",\"\",'DISEÑO POR SISMO'!K52)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G109=\"\",\"\",DISEÑO!F109)","v":""},{"$f":"IF(DISEÑO!G37=\"\",\"\",DISEÑO!G37)","v":""},{"$f":"IF(DISEÑO!H109=\"\",\"\",DISEÑO!H109)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K53=\"\",\"\",'DISEÑO POR SISMO'!K53)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G110=\"\",\"\",DISEÑO!F110)","v":""},{"$f":"IF(DISEÑO!G38=\"\",\"\",DISEÑO!G38)","v":""},{"$f":"IF(DISEÑO!H110=\"\",\"\",DISEÑO!H110)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K54=\"\",\"\",'DISEÑO POR SISMO'!K54)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G111=\"\",\"\",DISEÑO!F111)","v":""},{"$f":"IF(DISEÑO!G39=\"\",\"\",DISEÑO!G39)","v":""},{"$f":"IF(DISEÑO!H111=\"\",\"\",DISEÑO!H111)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K55=\"\",\"\",'DISEÑO POR SISMO'!K55)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G112=\"\",\"\",DISEÑO!F112)","v":""},{"$f":"IF(DISEÑO!G40=\"\",\"\",DISEÑO!G40)","v":""},{"$f":"IF(DISEÑO!H112=\"\",\"\",DISEÑO!H112)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K56=\"\",\"\",'DISEÑO POR SISMO'!K56)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G113=\"\",\"\",DISEÑO!F113)","v":""},{"$f":"IF(DISEÑO!G41=\"\",\"\",DISEÑO!G41)","v":""},{"$f":"IF(DISEÑO!H113=\"\",\"\",DISEÑO!H113)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K57=\"\",\"\",'DISEÑO POR SISMO'!K57)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G114=\"\",\"\",DISEÑO!F114)","v":""},{"$f":"IF(DISEÑO!G42=\"\",\"\",DISEÑO!G42)","v":""},{"$f":"IF(DISEÑO!H114=\"\",\"\",DISEÑO!H114)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K58=\"\",\"\",'DISEÑO POR SISMO'!K58)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G115=\"\",\"\",DISEÑO!F115)","v":""},{"$f":"IF(DISEÑO!G43=\"\",\"\",DISEÑO!G43)","v":""},{"$f":"IF(DISEÑO!H115=\"\",\"\",DISEÑO!H115)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K59=\"\",\"\",'DISEÑO POR SISMO'!K59)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G116=\"\",\"\",DISEÑO!F116)","v":""},{"$f":"IF(DISEÑO!G44=\"\",\"\",DISEÑO!G44)","v":""},{"$f":"IF(DISEÑO!H116=\"\",\"\",DISEÑO!H116)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K60=\"\",\"\",'DISEÑO POR SISMO'!K60)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G117=\"\",\"\",DISEÑO!F117)","v":""},{"$f":"IF(DISEÑO!G45=\"\",\"\",DISEÑO!G45)","v":""},{"$f":"IF(DISEÑO!H117=\"\",\"\",DISEÑO!H117)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K61=\"\",\"\",'DISEÑO POR SISMO'!K61)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G118=\"\",\"\",DISEÑO!F118)","v":""},{"$f":"IF(DISEÑO!G46=\"\",\"\",DISEÑO!G46)","v":""},{"$f":"IF(DISEÑO!H118=\"\",\"\",DISEÑO!H118)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K62=\"\",\"\",'DISEÑO POR SISMO'!K62)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G119=\"\",\"\",DISEÑO!F119)","v":""},{"$f":"IF(DISEÑO!G47=\"\",\"\",DISEÑO!G47)","v":""},{"$f":"IF(DISEÑO!H119=\"\",\"\",DISEÑO!H119)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K63=\"\",\"\",'DISEÑO POR SISMO'!K63)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G120=\"\",\"\",DISEÑO!F120)","v":""},{"$f":"IF(DISEÑO!G48=\"\",\"\",DISEÑO!G48)","v":""},{"$f":"IF(DISEÑO!H120=\"\",\"\",DISEÑO!H120)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K64=\"\",\"\",'DISEÑO POR SISMO'!K64)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G121=\"\",\"\",DISEÑO!F121)","v":""},{"$f":"IF(DISEÑO!G49=\"\",\"\",DISEÑO!G49)","v":""},{"$f":"IF(DISEÑO!H121=\"\",\"\",DISEÑO!H121)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K65=\"\",\"\",'DISEÑO POR SISMO'!K65)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G122=\"\",\"\",DISEÑO!F122)","v":""},{"$f":"IF(DISEÑO!G50=\"\",\"\",DISEÑO!G50)","v":""},{"$f":"IF(DISEÑO!H122=\"\",\"\",DISEÑO!H122)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K66=\"\",\"\",'DISEÑO POR SISMO'!K66)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G123=\"\",\"\",DISEÑO!F123)","v":""},{"$f":"IF(DISEÑO!G51=\"\",\"\",DISEÑO!G51)","v":""},{"$f":"IF(DISEÑO!H123=\"\",\"\",DISEÑO!H123)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K67=\"\",\"\",'DISEÑO POR SISMO'!K67)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G124=\"\",\"\",DISEÑO!F124)","v":""},{"$f":"IF(DISEÑO!G52=\"\",\"\",DISEÑO!G52)","v":""},{"$f":"IF(DISEÑO!H124=\"\",\"\",DISEÑO!H124)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K68=\"\",\"\",'DISEÑO POR SISMO'!K68)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!G125=\"\",\"\",DISEÑO!F125)","v":""},{"$f":"IF(DISEÑO!G53=\"\",\"\",DISEÑO!G53)","v":""},{"$f":"IF(DISEÑO!H125=\"\",\"\",DISEÑO!H125)","v":""},{"$f":"IF('DISEÑO POR SISMO'!K69=\"\",\"\",'DISEÑO POR SISMO'!K69)","v":""}]
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[null,null,null,{"$f":"IF(DISEÑO!L102=\"\",\"\",DISEÑO!K102)","v":""},{"$f":"IF(DISEÑO!L30=\"\",\"\",DISEÑO!L30)","v":""},{"$f":"IF(DISEÑO!M102=\"\",\"\",DISEÑO!M102)","v":""},{"$f":"IF('DISEÑO POR SISMO'!Q46=\"\",\"\",'DISEÑO POR SISMO'!Q46)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!L103=\"\",\"\",DISEÑO!K103)","v":""},{"$f":"IF(DISEÑO!L31=\"\",\"\",DISEÑO!L31)","v":""},{"$f":"IF(DISEÑO!M103=\"\",\"\",DISEÑO!M103)","v":""},{"$f":"IF('DISEÑO POR SISMO'!Q47=\"\",\"\",'DISEÑO POR SISMO'!Q47)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!L104=\"\",\"\",DISEÑO!K104)","v":""},{"$f":"IF(DISEÑO!L32=\"\",\"\",DISEÑO!L32)","v":""},{"$f":"IF(DISEÑO!M104=\"\",\"\",DISEÑO!M104)","v":""},{"$f":"IF('DISEÑO POR SISMO'!Q48=\"\",\"\",'DISEÑO POR SISMO'!Q48)","v":""}]
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[null,null,null,{"$f":"IF(DISEÑO!L124=\"\",\"\",DISEÑO!K124)","v":""},{"$f":"IF(DISEÑO!L52=\"\",\"\",DISEÑO!L52)","v":""},{"$f":"IF(DISEÑO!M124=\"\",\"\",DISEÑO!M124)","v":""},{"$f":"IF('DISEÑO POR SISMO'!Q68=\"\",\"\",'DISEÑO POR SISMO'!Q68)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!L125=\"\",\"\",DISEÑO!K125)","v":""},{"$f":"IF(DISEÑO!L53=\"\",\"\",DISEÑO!L53)","v":""},{"$f":"IF(DISEÑO!M125=\"\",\"\",DISEÑO!M125)","v":""},{"$f":"IF('DISEÑO POR SISMO'!Q69=\"\",\"\",'DISEÑO POR SISMO'!Q69)","v":""}]
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[null,null,null,{"$f":"IF(DISEÑO!L127=\"\",\"\",DISEÑO!K127)","v":""},{"$f":"IF(DISEÑO!L55=\"\",\"\",DISEÑO!L55)","v":""},{"$f":"IF(DISEÑO!M127=\"\",\"\",DISEÑO!M127)","v":""},{"$f":"IF('DISEÑO POR SISMO'!Q71=\"\",\"\",'DISEÑO POR SISMO'!Q71)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!L128=\"\",\"\",DISEÑO!K128)","v":""},{"$f":"IF(DISEÑO!L56=\"\",\"\",DISEÑO!L56)","v":""},{"$f":"IF(DISEÑO!M128=\"\",\"\",DISEÑO!M128)","v":""},{"$f":"IF('DISEÑO POR SISMO'!Q72=\"\",\"\",'DISEÑO POR SISMO'!Q72)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!L129=\"\",\"\",DISEÑO!K129)","v":""},{"$f":"IF(DISEÑO!L57=\"\",\"\",DISEÑO!L57)","v":""},{"$f":"IF(DISEÑO!M129=\"\",\"\",DISEÑO!M129)","v":""},{"$f":"IF('DISEÑO POR SISMO'!Q73=\"\",\"\",'DISEÑO POR SISMO'!Q73)","v":""}]
[null,null,null,{"$f":"IF(DISEÑO!L130=\"\",\"\",DISEÑO!K130)","v":""},{"$f":"IF(DISEÑO!L58=\"\",\"\",DISEÑO!L58)","v":""},{"$f":"IF(DISEÑO!M130=\"\",\"\",DISEÑO!M130)","v":""},{"$f":"IF('DISEÑO POR SISMO'!Q74=\"\",\"\",'DISEÑO POR SISMO'!Q74)","v":""}]
[]
[]
[null,null,null,null,null,null,null,{"$f":"IF('DISEÑO POR SISMO'!Q71=\"\",\"\",'DISEÑO POR SISMO'!Q71)","v":""}]
[null,null,null,null,null,null,null,{"$f":"IF('DISEÑO POR SISMO'!Q72=\"\",\"\",'DISEÑO POR SISMO'!Q72)","v":""}]
[null,null,null,null,null,null,null,{"$f":"IF('DISEÑO POR SISMO'!Q73=\"\",\"\",'DISEÑO POR SISMO'!Q73)","v":""}]
[null,null,null,null,null,null,null,{"$f":"IF('DISEÑO POR SISMO'!Q74=\"\",\"\",'DISEÑO POR SISMO'!Q74)","v":""}]

{"sheet":"REPORTE FINAL","index":13,"n_rows":148,"n_cols":10,"rows_kept":148,"cut":false,"hidden":false,"merged":[[12,0,12,2],[13,0,13,2],[0,1,0,6],[2,1,3,6],[12,3,12,8],[13,3,13,8],[10,0,10,8],[56,0,56,8],[16,0,16,2],[15,0,15,2],[14,0,14,2],[14,3,14,8],[15,3,15,8],[16,3,17,8]]}
[null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[]
[]
[]
[]
[]
[]
["REPORTE DE DISEÑO DE MURO MECANICAMENTE ESTABILIZADO CON GEOSINTÉTICOS"]
[]
["NOMBRE DEL PROYECTO:",null,null,"CARRETERA MEXICO - PUEBLA"]
["NOMBRE DE LA EMPRESA:",null,null,"CIIASA"]
["NOMBRE DEL ANALISTA:",null,null,"M.I. JESUS ALBERTO GOMEZ RIVERA"]
["UBICACIÓN DEL PROYECTO:",null,null,"KM. 120+727.34 CARRETERA MEXICO PUEBLA"]
["DESCRIPCION DEL PROYECTO:",null,null,"SE HACE LA PROPUESTA DE LA ESTABILIZACION CON MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[]
[]
["DATOS DE PROYECTO:"]
[null,"Altura:",{"$f":"'GEOMETRIA DEL MURO'!F10","v":3.73},{"$f":"'GEOMETRIA DEL MURO'!G10","v":"m"}]
[null,"Propiedades de los suelos:"]
[null,null,{"$f":"'PROPIEDADES DE LOS SUELOS'!B13","v":"Suelo de cimentación o de desplante:"}]
[null,null,null,"Peso especifico gc =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C14","v":16.43},{"$f":"'PROPIEDADES DE LOS SUELOS'!D14","v":"KN/m3"}]
[null,null,null,"Cohesion Cc =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C15","v":99},{"$f":"'PROPIEDADES DE LOS SUELOS'!D15","v":"KN/m2"}]
[null,null,null,"Coeficiente de friccion ϕc =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C16","v":28},{"$f":"'PROPIEDADES DE LOS SUELOS'!D16","v":"°"}]
[null,null,{"$f":"'PROPIEDADES DE LOS SUELOS'!B18","v":"Relleno retenido:"}]
[null,null,null,"gf =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C19","v":18},{"$f":"'PROPIEDADES DE LOS SUELOS'!D19","v":"KN/m3"}]
[null,null,null,"Cf =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C20","v":10},{"$f":"'PROPIEDADES DE LOS SUELOS'!D20","v":"KN/m2"}]
[null,null,null,"ϕf =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C21","v":30},{"$f":"'PROPIEDADES DE LOS SUELOS'!D21","v":"°"}]
[null,null,{"$f":"'PROPIEDADES DE LOS SUELOS'!B23","v":"Masa de suelo reforzado:"}]
[null,null,null,"gr =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C24","v":18},{"$f":"'PROPIEDADES DE LOS SUELOS'!D24","v":"KN/m3"}]
[null,null,null,"Cr =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C25","v":10},{"$f":"'PROPIEDADES DE LOS SUELOS'!D25","v":"KN/m2"}]
[null,null,null,"ϕr =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C26","v":30},{"$f":"'PROPIEDADES DE LOS SUELOS'!D26","v":"°"}]
[null,"Propiedades del Geosintetico:"]
[null,null,null,"Tipo de Geosintetico:",null,null,null,{"$f":"'PROPIEDADES DEL GEOSINTETICO'!C25","v":"Geomalla"}]
[null,null,null,"Coeficiente de interacion Suelo/Refuerzo:",null,null,null,{"$f":"'PROPIEDADES DEL GEOSINTETICO'!B15","v":0.66}]
[null,null,null,"Coeficiente de friccion Suelo/Refuerzo:",null,null,null,{"$f":"'PROPIEDADES DEL GEOSINTETICO'!B30","v":0}]
[]
["CONDICIONES DE SEGURIDAD UTILIZADOS EN LA METODOLOGIA:"]
[null,{"$f":"REVISION!A13","v":"Condiciones para el análisis de estabilidad externa."}]
[null,null,{"$f":"REVISION!$B$14","v":"Condición de excentricidad \"e\":"},null,null,null,null,"e ≤ L/6"]
[null,null,{"$f":"REVISION!$B$27","v":"Condición del Factor de Seguridad por deslizamiento del muro \"F.S.des\":"},null,null,null,null,1.5]
[null,null,{"$f":"REVISION!$B$43","v":"Condición del Factor de Seguridad por volteo del muro \"F.S.V:"},null,null,null,null,2.5]
[null,null,{"$f":"REVISION!A64","v":"Condiciones para el análisis de estabilidad interna."}]
[null,null,null,{"$f":"REVISION!B65","v":"Condición del Esfuerzo Vertical:"},null,null,null,"σv ≤ qa"]
[null,null,null,{"$f":"REVISION!B77","v":"Condición de factor de seguridad de la primera capa de refuerzo:"},null,null,null,1.5]
[]
["Cargas aplicadas en el Muro Mecanicamente Estabilizado"]
["Carga distribuida provocada por el transito vehicular, o cualquier otra carga viva incluida en el muro:",null,null,null,null,null,null,{"$f":"'CARGAS DISTRIBUIDAS'!B13","v":25},{"$f":"'CARGAS DISTRIBUIDAS'!C13","v":"KN/m · m"}]
["Coeficiente de aceleracion Sismica :",null,null,null,null,null,null,{"$f":"'CARGAS DISTRIBUIDAS'!C39","v":0.17}]
["Incremento de esfuerzo por cargas concentradas:"]
[null,null,null,null,"Incremento Horizontal:",null,null,{"$f":"'CARGAS CONCENTRADAS'!$D$34","v":0},{"$f":"'CARGAS CONCENTRADAS'!$E$34","v":"KN/m2"}]
[null,null,null,null,"Incremento Vertical:",null,null,{"$f":"'CARGAS CONCENTRADAS'!$D$59","v":0},{"$f":"'CARGAS CONCENTRADAS'!$E$59","v":"KN/m2"}]
[]
["DISEÑO POR CAPA DEL MURO MECANICAMENTE ESTABILIZADO"]
["Capa No.","Zi (m)","La (m)","Le (m)","LT (m)","T max (KN/m","Tmd (KN/m)","Ttotal KN/m","Tipo de Geosintético"]
[{"$f":"'DISEÑO FINAL'!D35","v":1},{"$f":"'DISEÑO FINAL'!E35","v":0.5},{"$f":"DISEÑO!C66","v":1.864841369482491},{"$f":"DISEÑO!D29","v":1.549077426802973},{"$f":"'DISEÑO FINAL'!F35","v":3.413918796285464},{"$f":"DISEÑO!D101","v":5.666666666666667},{"$f":"'DISEÑO POR SISMO'!D45","v":3.2280308935492337},{"$f":"'DISEÑO FINAL'!G35","v":8.8946975602159011},{"$f":"IF(B59=\"\",\"\",$H$37)","v":"Geomalla"},"P-UX11"]
[{"$f":"'DISEÑO FINAL'!D36","v":2},{"$f":"'DISEÑO FINAL'!E36","v":1},{"$f":"DISEÑO!C67","v":1.5761662348876782},{"$f":"DISEÑO!D30","v":1},{"$f":"'DISEÑO FINAL'!F36","v":2.5761662348876779},{"$f":"DISEÑO!D102","v":7.1666666666666679},{"$f":"'DISEÑO POR SISMO'!D46","v":2.0838408963271315},{"$f":"'DISEÑO FINAL'!G36","v":9.2505075629937998},"Geomalla","P-UX11"]
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{"sheet":"DISEÑO ALTERNATIVO","index":14,"n_rows":170,"n_cols":15,"rows_kept":170,"cut":false,"hidden":false,"merged":[[49,0,49,14],[14,0,14,2],[14,3,15,13],[13,3,13,13],[0,2,1,8],[2,2,3,8],[9,3,9,8],[10,0,10,2],[11,0,11,2],[12,3,12,13],[11,3,11,13],[10,3,10,13],[12,0,12,2],[13,0,13,2]]}
[null,null,"METODOLOGÍA PARA DISEÑOS DE MUROS MECANICAMENTE ESTABILIZADOS"]
[]
[null,null,"MUROS CON RELLENOS HORIZONTALES"]
[]
[]
[]
[]
[]
[]
[null,null,null,"DISEÑO ALTERNATIVO"]
["NOMBRE DEL PROYECTO:",null,null,"CARRETERA MEXICO - PUEBLA"]
["NOMBRE DE LA EMPRESA:",null,null,"CIIASA"]
["NOMBRE DEL ANALISTA:",null,null,"M.I. JESUS ALBERTO GOMEZ RIVERA"]
["UBICACIÓN DEL PROYECTO:",null,null,"KM. 120+727.34 CARRETERA MEXICO PUEBLA"]
["DESCRIPCION DEL PROYECTO:",null,null,"SE HACE LA PROPUESTA DE LA ESTABILIZACION CON MUROS MECANICAMENTE ESTABILIZADOS"]
[]
["DATOS DE PROYECTO:"]
[null,"Altura:",{"$f":"'GEOMETRIA DEL MURO'!F10","v":3.73},{"$f":"'GEOMETRIA DEL MURO'!G10","v":"m"}]
[null,"Propiedades de los suelos:"]
[null,null,{"$f":"'PROPIEDADES DE LOS SUELOS'!B13","v":"Suelo de cimentación o de desplante:"}]
[null,null,null,"Peso especifico gc =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C14","v":16.43},{"$f":"'PROPIEDADES DE LOS SUELOS'!D14","v":"KN/m3"}]
[null,null,null,"Cohesión Cc =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C15","v":99},{"$f":"'PROPIEDADES DE LOS SUELOS'!D15","v":"KN/m2"}]
[null,null,null,"Coeficiente de fricción ϕc =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C16","v":28},{"$f":"'PROPIEDADES DE LOS SUELOS'!D16","v":"°"}]
[null,null,{"$f":"'PROPIEDADES DE LOS SUELOS'!B18","v":"Relleno retenido:"}]
[null,null,null,"gf =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C19","v":18},{"$f":"'PROPIEDADES DE LOS SUELOS'!D19","v":"KN/m3"}]
[null,null,null,"Cf =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C20","v":10},{"$f":"'PROPIEDADES DE LOS SUELOS'!D20","v":"KN/m2"}]
[null,null,null,"ϕf =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C21","v":30},{"$f":"'PROPIEDADES DE LOS SUELOS'!D21","v":"°"}]
[null,null,{"$f":"'PROPIEDADES DE LOS SUELOS'!B23","v":"Masa de suelo reforzado:"}]
[null,null,null,"gr =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C24","v":18},{"$f":"'PROPIEDADES DE LOS SUELOS'!D24","v":"KN/m3"}]
[null,null,null,"Cr =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C25","v":10},{"$f":"'PROPIEDADES DE LOS SUELOS'!D25","v":"KN/m2"}]
[null,null,null,"ϕr =",{"$f":"'PROPIEDADES DE LOS SUELOS'!C26","v":30},{"$f":"'PROPIEDADES DE LOS SUELOS'!D26","v":"°"}]
[]
["CONDICIONES DE SEGURIDAD UTILIZADAS EN LA METODOLOGIA:"]
[null,null,{"$f":"REVISION!A13","v":"Condiciones para el análisis de estabilidad externa."}]
[null,null,null,{"$f":"REVISION!B14","v":"Condición de excentricidad \"e\":"},null,null,null,null,null,null,"e ≤ L/6"]
[null,null,null,{"$f":"REVISION!$B$27","v":"Condición del Factor de Seguridad por deslizamiento del muro \"F.S.des\":"},null,null,null,null,null,null,1.5]
[null,null,null,{"$f":"REVISION!$B$43","v":"Condición del Factor de Seguridad por volteo del muro \"F.S.V:"},null,null,null,null,null,null,2.5]
[null,null,{"$f":"REVISION!A64","v":"Condiciones para el análisis de estabilidad interna."}]
[null,null,null,{"$f":"REVISION!B65","v":"Condición del Esfuerzo Vertical:"},null,null,null,null,null,null,"σv ≤ qa"]
[null,null,null,{"$f":"REVISION!B77","v":"Condición de factor de seguridad de la primera capa de refuerzo:"},null,null,null,null,null,null,1.5]
[]
["Cargas aplicadas en el Muro Mecánicamente Estabilizado"]
[null,"Carga distribuida provocada por el transito vehicular, o cualquier otra carga viva incluida en el muro:",null,null,null,null,null,null,null,null,{"$f":"'CARGAS DISTRIBUIDAS'!B13","v":25},{"$f":"'CARGAS DISTRIBUIDAS'!C13","v":"KN/m · m"}]
[null,"Aceleración Sísmica :",null,null,null,null,null,null,null,null,{"$f":"'CARGAS DISTRIBUIDAS'!C39","v":0.17}]
[null,"Incremento de esfuerzo por cargas concentradas:"]
[null,null,null,null,"Incremento Horizontal:",null,null,null,null,null,{"$f":"'CARGAS CONCENTRADAS'!$D$34","v":0},{"$f":"'CARGAS CONCENTRADAS'!$E$34","v":"KN/m2"}]
[null,null,null,null,"Incremento Vertical:",null,null,null,null,null,{"$f":"'CARGAS CONCENTRADAS'!$D$59","v":0},{"$f":"'CARGAS CONCENTRADAS'!$E$59","v":"KN/m2"},"Geomalla","GEOMALLA"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"GEOTEXTIL"]
[]
["DISEÑO ALTERNATIVO DEL MURO MECANICAMENTE ESTABILIZADO"]
["Capa No.","Er (m)","Zi (m)","Sv (m)","H - Zi","Tipo de Geosintético","La (m)","Le (m)","Le ≥ 1","LT Teorico (m)","LT Constructivo (m)","T max (KN/m","Tmd (KN/m)","Ttotal KN/m","ESPECIFICACION"]
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[{"$f":"IF(B55=\"\",\"\",A54+1)","v":4},0.4,{"$f":"IF(B55=\"\",\"\",IF(SUM($B$52:B55)>$C$18,\"\",C54+B55))","v":1.33},0.4,2.4,"GEOTEXTIL",{"$f":"IF(F55=\"\",\"\",E55*TAN(RADIANS(45-('PROPIEDADES DE LOS SUELOS'!$C$26/2))))","v":1.3856406460551016},{"$f":"IF(F55=\"\",\"\",IF(F55=\"Geomalla\",(1.5*L55)/(DISEÑO!$C$20*TAN(RADIANS('PROPIEDADES DE LOS SUELOS'!$C$26))*DISEÑO!$C$21*'PROPIEDADES DE LOS SUELOS'!$C$24*'DISEÑO ALTERNATIVO'!C55*DISEÑO!$C$25*0.8),(1.5*L55)/(DISEÑO!$C$20*TAN(RADIANS('PROPIEDADES DE LOS SUELOS'!$C$26))*DISEÑO!$C$21*'PROPIEDADES DE LOS SUELOS'!$C$24*'DISEÑO ALTERNATIVO'!C55*DISEÑO!$C$25*0.6)))","v":0.89413945767639702},1,2.3856406460551014,{"$f":"IF(J55=\"\",\"\",'GEOMETRIA DEL MURO'!$F$12)","v":4.3},{"$f":"IF(F55=\"\",\"\",(('MC ANALISIS INTERNO'!$D$56*(($E$29*C55)+'CARGAS DISTRIBUIDAS'!$B$13+'CARGAS CONCENTRADAS'!$D$59))+'CARGAS CONCENTRADAS'!$D$34)*D55)","v":6.525333333333335},{"$f":"IF(H55=\"\",\"\",'DISEÑO POR SISMO'!$D$34*('DISEÑO ALTERNATIVO'!I55/SUM($I$52:I113)))","v":1.387829099126932},7.9131624324602665,"GEOTEXTIL PAVCO T2400"]
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