PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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**** SSF/SSK Solution Output Files For Selected Baselines **** .ssf/.ssk Solution From Station To Station Solution Slope Ratio Reference Output File Short Name Short Name Type Variance 00011520.ssf 171 N18 L1 fixed 837.464 28.0 13.930 00011532.ssf N18 190 L1 fixed 1500.353 39.3 1.665 00011528.ssf N18 194 L1 fixed 1607.147 12.4 2.254 00011524.ssf N18 613 L1 fixed 1294.088 18.2 2.868 00011552.ssf N18 N1 L1 fixed 1810.108 20.5 3.341 00011592.ssf N18 N11 L1 fixed 729.950 10.8 1.232 00011588.ssf N18 N12 L1 fixed 439.159 18.1 3.255 00011584.ssf N18 N13 L1 fixed 373.746 26.8 2.149 00011580.ssf N18 N14 L1 fixed 304.124 12.6 3.139 00011568.ssf N18 N15 L1 fixed 226.128 31.8 1.221 00011572.ssf N18 N16 L1 fixed 146.176 30.1 1.169 00011564.ssf N18 N17 L1 fixed 86.145 71.8 0.868 00011556.ssf N18 N19 L1 fixed 169.391 7.0 31.458 00011548.ssf N18 N2 L1 fixed 1746.289 14.6 3.705 00011560.ssf N18 N20 L1 fixed 101.688 49.1 0.599 00011540.ssf N18 N3 L1 fixed 1653.572 14.9 4.560 00011544.ssf N18 N4 L1 fixed 1577.356 11.0 12.121 00011576.ssf N18 N5 L1 fixed 1500.005 5.2 5.072 00011536.ssf N18 N6 L1 fixed 1366.905 10.9 2.986 00011604.ssf N18 N7 L1 fixed 1018.796 30.1 1.407 00011600.ssf N18 N8 L1 fixed 868.670 42.1 1.835 00011596.ssf N18 N9 L1 fixed 833.479 17.1 1.038 **** FBL Solution Output Files For All Baselines **** .fbl Solution From To dx dy dz Slope Output File Station ID Station ID villaper.fbl 171 N18 309.054 741.146 -237.768 837.464 N18 613 -463.430 -1142.428 393.387 1294.087 N18 194 825.659 1169.560 -730.300 1607.147 N18 190 1037.440 -73.008 -1081.410 1500.353 N18 N6 -814.474 -789.623 762.598 1366.905 N18 N3 -1020.307 -869.217 968.367 1653.572 N18 N4 -978.093 -816.288 930.085 1577.355 N18 N2 -1093.183 -874.867 1043.591 1746.288 N18 N1 -1123.208 -929.449 1072.855 1810.108 N18 N19 -93.341 -116.677 79.794 169.391 N18 N20 -62.178 -56.679 57.112 101.688 N18 N17 26.206 -70.783 -41.522 86.146 N18 N15 15.348 -220.726 -46.676 226.129 N18 N16 1.693 -144.299 -23.289 146.176 N18 N5 -898.570 -855.393 843.143 1500.005 N18 N14 -14.039 -302.892 -23.477 304.125 N18 N13 -32.225 -372.114 -13.372 373.746 N18 N12 -81.890 -430.136 33.721 439.158 N18 N11 -248.527 -661.281 183.763 729.950 N18 N9 -465.263 -545.914 424.495 833.479 N18 N8 -509.854 -518.144 475.565 868.669 N18 N7 -513.252 -756.416 449.836 1018.796
PROYECTO DE “ACONDICIONAMIENTO DE MÁRGENES DEL RIO NORA A SU PASO POR LA CORREDORIA” Mapa de la Red ANEJO Nº 1-LEVANTAMIENTO TOPOGRÁFICO Pág. 7
Page 1 and 2: AYUNTAMIENTO DE OVIEDO PROYECTO DE
Page 3 and 4: MEMORIA ACONDICIONAMIENTO DE MÁRGE
Page 21 and 22: 1.- ANTECEDENTES PROYECTO DE “ACO
Page 23 and 24: PROYECTO DE “ACONDICIONAMIENTO DE
Page 31: **** Adjusted Coordinates **** Proj
Page 37 and 38: BLSUM.TXT 13.3 N18 N15 P/C1 Lw Ln f
Page 39 and 40: ACTIVITY.LOG 9 2.939220e-004 10 5.8
Page 41 and 42: CLOSURES.LOG CLOSURES LOG NETWORK =
Page 43 and 44: BIGRESID.LOG 1 N18 -**- -3.9933m 0.
Page 45 and 46: SUMMARY OF COVARIANCES NETWORK = VI
Page 47 and 48: COVAR.LOG 194 311ø02'02" 0.12" 160
Page 49 and 50: COVAR.LOG N11 349ø26'51" 1.19" 105
Page 51 and 52: COVAR.LOG N5 -2.6127m 0.0073m -**-
Page 53 and 54: COVAR.LOG N20 320ø49'02" 0.39" 767
Page 57 and 58: COORDS.LOG 13 N18 Y= 4807932.1409 +
Page 59 and 60: LISTADO DE BASES DE REPLANTEO Siste
Page 61 and 62: BASE R.: N2 COORDENADAS UTM: X = Y
Page 67 and 68: BASE R.: 171R - N10 COORDENADAS UTM
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PROYECTO DE “ACONDICIONAMIENTO DE
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Punto X Y Z Nombre 51 271562.298 48
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Punto X Y Z Nombre 1022 271929.859
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ACONDICIONAMIENTO DE MÁRGENES DEL
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1.- INTRODUCCIÓN ACONDICIONAMIENTO
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• Franja móvil Intermedia • Su
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5.2 CUATERNARIO QR: Rellenos antró
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6.1.3 Resistencia por fuste ACONDIC
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REFERENCIA HULE0020 SONDEO 1 PROFUN
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REFERENCIA HULE0040 SONDEO 1 PROFUN
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Félix Aramburu 4-6 1º, 33007 - Ov
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LÍMIT NORM RENCIA: ZACIÖN: OBRA:
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PUENTE SOBRE EL NORA A continuació
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PESO PROPIO CARGAS MUERTAS ACONDICI
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VIENTO ACONDICIONAMIENTO DE MÁRGEN
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MATERIALES ACONDICIONAMIENTO DE MÁ
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Vano 1 Viga 1 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 3 ------------------ AC
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Vano 1 Viga 4 ------------------ AC
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5.1.3 Materiales Hormigón de las v
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Carro de cargas ---------------- AC
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Vano 1 Viga 3 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 4 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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MODULO DE CALCULO MATRICIAL =======
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ELS ACONDICIONAMIENTO DE MÁRGENES
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6.3 CIMENTACIÓN ACONDICIONAMIENTO
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7.4 CONCLUSIÓN (mm). ACONDICIONAMI
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1.- INTRODUCCIÓN ACONDICIONAMIENTO
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Leyenda ACONDICIONAMIENTO DE MÁRGE
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Leyenda ACONDICIONAMIENTO DE MÁRGE
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8.1 FLEXIÓN ACONDICIONAMIENTO DE M
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8.3 TORSIÓN ACONDICIONAMIENTO DE M
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Definición de la sección ========
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9.- BARRERA 1.5 kN/m. ACONDICIONAMI
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3.4.3 Plantaciones ACONDICIONAMIENT
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ANEJO Nº7.- JUSTIFICACIÓN DE PREC
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LISTADO DE MANO DE OBRA ACONDICIONA
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LISTADO DE MAQUINARIA ACONDICIONAMI
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LISTADO DE MATERIALES ACONDICIONAMI
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LISTADO DE MATERIALES ACONDICIONAMI
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CUADRO DE PRECIOS AUXILIARES ACONDI
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ANEJO Nº7.- JUSTIFICACIÓN DE PREC
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CUADRO DE DESCOMPUESTOS ACONDICIONA
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ANEJO Nº 8.- PROGRAMA DE TRABAJOS
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1.1.- OBJETO PROYECTO DE “ACONDIC
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RCDs Nivel I 1. TIERRAS Y PÉTREOS
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RCDs Nivel II RCD: Potencialmente P
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X PROYECTO DE “ACONDICIONAMIENTO
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