Analisis de Licuacion Ver3
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02/07/2022 LICUAC/document.xls ANALISIS DE LICUACIÓN Amax/g= 0.2 Proyecto FS= 1 ARCILLA PESO VOLUMET 1.8 t/m³ LICUABLE PROF AGUA 1.9 m SONDEO 1 ESF CORTANTE PROF (m) N(SPT) (golpe por pie) DE A MIN REAL CORREG 0.0 - 1.0 6 -8 -14.46 0.9 0 0.9 -0.14456 0.116136 1.0 - 2.0 8 -4 -5.759 2.7 0 2.7 -0.17276 0.343227 2.0 - 3.0 10 22 28.967 4.5 0.6 3.9 1.255229 0.563408 3.0 - 4.0 12 22 27.594 6.3 1.6 4.7 1.441026 0.77668 4.0 - 5.0 13 7 8.412 8.1 2.6 5.5 0.514066 0.983042 5.0 - 6.0 15 7 8.0941 9.9 3.6 6.3 0.566587 1.182495 6.0 - 7.0 16 13 14.512 11.7 4.6 7.1 1.144852 1.375038 7.0 - 8.0 16 18 19.451 13.5 5.6 7.9 1.70738 1.560672 8.0 - 9.0 17 -13 -13.63 15.3 6.6 8.7 -1.31744 1.739396 9.0 - 10.0 18 -13 -13.25 17.1 7.6 9.5 -1.39822 1.911211 10.0 - 11.0 18 -8 -7.935 18.9 8.6 10.3 -0.90815 2.076117 11.0 - 12.0 19 -8 -7.735 20.7 9.6 11.1 -0.954 2.234113 12.0 - 13.0 19 -8 -7.549 22.5 10.6 11.9 -0.99814 2.385199 13.0 - 14.0 19 -4 -3.687 24.3 11.6 12.7 -0.52034 2.529376 14.0 - 15.0 20 -4 -3.606 26.1 12.6 13.5 -0.54086 2.666644 15.0 - 16.0 20 -4 -3.529 27.9 13.6 14.3 -0.56068 2.797002 16.0 - 17.0 20 -4 -3.456 29.7 14.6 15.1 -0.57983 2.920451 17.0 - 18.0 20 -3 -2.54 31.5 15.6 15.9 -0.44876 3.036991 18.0 - 19.0 20 -3 -2.491 33.3 16.6 16.7 -0.4622 3.146621 19.0 - 20.0 21 50 40.733 35.1 17.6 17.5 7.920245 3.249341 20.0 - 21.0 21 50 39.985 36.9 18.6 18.3 8.130342 3.345152 21.0 - 22.0 21 50 39.27 38.7 19.6 19.1 8.333939 3.434054 22.0 - 23.0 21 50 38.584 40.5 20.6 19.9 8.531309 3.516046 23.0 - 24.0 21 50 37.925 42.3 21.6 20.7 8.722703 3.591128 24.0 - 25.0 21 50 37.291 44.1 22.6 21.5 8.908352 3.659302 25.0 - 26.0 20 50 36.68 45.9 23.6 22.3 9.088468 3.720565 26.0 - 27.0 20 50 36.091 47.7 24.6 23.1 9.263252 3.77492 27.0 - 28.0 20 50 35.521 49.5 25.6 23.9 9.432888 3.822365 28.0 - 29.0 20 50 34.971 51.3 26.6 24.7 9.597548 3.8629 29.0 - 30.0 20 50 34.438 53.1 27.6 25.5 9.757393 3.896526 30.0 - 31.0 20 50 33.921 54.9 28.6 26.3 9.912575 3.923243 31.0 - 32.0 20 50 33.42 56.7 29.6 27.1 10.06323 3.94305 32.0 - 33.0 19 50 32.934 58.5 30.6 27.9 10.20951 3.955947 33.0 - 34.0 19 50 32.461 60.3 31.6 28.7 10.35152 3.961936 34.0 - 35.0 19 50 32.002 62.1 32.6 29.5 10.48938 3.961014 *** ZONAS POTENCIALES DE LICUACION ESFUERZOS Y CORTANTES EN Tn/m2 ESF V (total) PRESION AGUA (efectiv o) ADMS To ACT Tav EOTECNIA & IM E N TA C IO N E S C om pañía de D iseño y C onsultoría
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Analisis de licuación de suelos
Transcript of Analisis de Licuacion Ver3
LICUAC-10ANALISIS DE LICUACINAmax/g=0.2ProyectoFS=1ARCILLAPESO VOLUMET1.8t/mLICUABLEPROF AGUA1.9mSONDEO 1ESF CORTANTEPROF (m)N(SPT) (golpe por pie)ESF V(total)PRESIONAGUAESF V(efectivo)ADMSToACTTavDEAMINREALCORREG0.0-1.06-8-14.45621091510.900.9-0.14456210920.1161363189******-0.5-0.51.0-2.08-4-5.7585719932.702.7-0.17275715980.3432268701******-1.5-1.52.0-3.0102228.96681368354.50.63.91.2552285930.56340797240-2.5-2.53.0-4.0122227.59411041316.31.64.71.4410257660.7766796260-3.5-3.54.0-5.01378.41199678038.12.65.50.51406646990.9830418307******-4.5-4.55.0-6.01578.09410611519.93.66.30.56658742811.1824945866******-5.5-5.56.0-7.0161314.512214185911.74.67.11.14485245241.3750378937******-6.5-6.57.0-8.0161819.451164254613.55.67.91.70737997351.5606717520-7.5-7.58.0-9.017-13-13.628722537915.36.68.7-1.31744317871.7393961614******-8.5-8.59.0-10.018-13-13.246296967717.17.69.5-1.39822023551.911211122******-9.5-9.510.0-11.018-8-7.935267469118.98.610.3-0.9081472772.0761166339******-10.5-10.511.0-12.019-8-7.73515522420.79.611.1-0.95400247762.2341126969******-11.5-11.512.0-13.019-8-7.548975491122.510.611.9-0.99814231492.385199311******-12.5-12.513.0-14.019-4-3.687456926124.311.612.7-0.5203411442.5293764764******-13.5-13.514.0-15.020-4-3.605744379726.112.613.5-0.5408616572.6666441929******-14.5-14.515.0-16.020-4-3.528737391327.913.614.3-0.56067716332.7970024606******-15.5-15.516.0-17.020-4-3.45592338929.714.615.1-0.57982714642.9204512795******-16.5-16.517.0-18.020-3-2.540151932831.515.615.9-0.44876017483.0369906496******-17.5-17.518.0-19.020-3-2.490904241633.316.616.7-0.46220112043.1466205709******-18.5-18.519.0-20.0215040.732689958635.117.617.57.92024526973.24934104330-19.5-19.520.0-21.0215039.985287878436.918.618.38.13034186863.34515206690-20.5-20.521.0-22.0215039.26987019438.719.619.18.3339391193.43405364170-21.5-21.522.0-23.0215038.583811391340.520.619.98.53130940763.51604576770-22.5-22.523.0-24.0215037.92479653342.321.620.78.72270320263.59112844490-23.5-23.524.0-25.0215037.290774126344.122.621.58.90835159683.65930167320-24.5-24.525.0-26.0205036.679917605745.923.622.39.08846847343.72056545280-25.5-25.526.0-27.0205036.090593607247.724.623.19.26325235923.77491978350-26.5-26.527.0-28.0205035.521335646649.525.623.99.43288802173.82236466540-27.5-27.528.0-29.0205034.970822132651.326.624.79.59754785193.86290009840-28.5-28.529.0-30.0205034.437857886453.127.625.59.75739306783.89652608270-29.5-29.530.0-31.0205033.921358516254.928.626.39.91257476643.92324261810-30.5-30.531.0-32.0205033.420337134456.729.627.110.06323484823.94304970470-31.5-31.532.0-33.0195032.93389300758.530.627.910.20950683223.95594734250-32.5-32.533.0-34.0195032.461201808860.331.628.710.35151657683.96193553150-33.5-33.534.0-35.0195032.001507217962.132.629.510.48938292143.96101427170-34.5-34.5***ZONAS POTENCIALES DE LICUACIONESFUERZOS Y CORTANTES EN Tn/m2234567SFSF21222525252122253030212225191941241218184144121717414412551614219551614219551613219551613111955161311755161311755373011755373011799373011788373014255534301425663430142566341814256634185029663418502977348502977348502977348507288208457299148507299148507299148204988148244977148345277
&L&"Arial,Normal"&6&D&R&"Arial,Normal"&6&A/&F
SPT-0.5-0.5-1.5-1.5-2.5-2.5-3.5-3.5-4.5-4.5-5.5-5.5-6.5-6.5-7.5-7.5-8.5-8.5-9.5-9.5-10.5-10.5-11.5-11.5-12.5-12.5-13.5-13.5-14.5-14.5-15.5-15.5-16.5-16.5-17.5-17.5-18.5-18.5-19.5-19.5-20.5-20.5-21.5-21.5-22.5-22.5-23.5-23.5-24.5-24.5-25.5-25.5-26.5-26.5-27.5-27.5-28.5-28.5-29.5-29.5-30.5-30.5-31.5-31.5-32.5-32.5-33.5-33.5-34.5-34.5
NUMERO DE GOLPES/PIEPROFUNDIDAD EN m
LIC-0.5-0.5-1.5-1.5-2.5-2.5-3.5-3.5-4.5-4.5-5.5-5.5-6.5-6.5-7.5-7.5-8.5-8.5-9.5-9.5-10.5-10.5-11.5-11.5-12.5-12.5-13.5-13.5-14.5-14.5-15.5-15.5-16.5-16.5-17.5-17.5-18.5-18.5-19.5-19.5-20.5-20.5-21.5-21.5-22.5-22.5-23.5-23.5-24.5-24.5-25.5-25.5-26.5-26.5-27.5-27.5-28.5-28.5-29.5-29.5-30.5-30.5-31.5-31.5-32.5-32.5-33.5-33.5-34.5-34.5
RESISTENTEACTUANTEESFUERZO CORTANTEPROFUNDIDAD EN mPUENTE YONDO-BARRANCA******************************************************************************************************************************************************************
ESF-0.5-0.5-0.5-1.5-1.5-1.5-2.5-2.5-2.5-3.5-3.5-3.5-4.5-4.5-4.5-5.5-5.5-5.5-6.5-6.5-6.5-7.5-7.5-7.5-8.5-8.5-8.5-9.5-9.5-9.5-10.5-10.5-10.5-11.5-11.5-11.5-12.5-12.5-12.5-13.5-13.5-13.5-14.5-14.5-14.5-15.5-15.5-15.5-16.5-16.5-16.5-17.5-17.5-17.5-18.5-18.5-18.5-19.5-19.5-19.5-20.5-20.5-20.5-21.5-21.5-21.5-22.5-22.5-22.5-23.5-23.5-23.5-24.5-24.5-24.5-25.5-25.5-25.5-26.5-26.5-26.5-27.5-27.5-27.5-28.5-28.5-28.5-29.5-29.5-29.5-30.5-30.5-30.5-31.5-31.5-31.5-32.5-32.5-32.5-33.5-33.5-33.5-34.5-34.5-34.5
TOTALAGUAEFECTIVESFUERZOS VERTICALES (TN/M2)PROFUNDIDAD EN m
