GRANULOMETRIA Y LIMITES 3.xls - LABORATORIO DE GEOTECNIA PAVIMENTOS Y MECANICA DE MATERIALES PROYECTO UBICACI\u00d3N Tahuayo Bajo Uruya IRAZOLA PADRE ABAD

GRANULOMETRIA Y LIMITES 3.xls - LABORATORIO DE GEOTECNIA...

This preview shows page 1 - 4 out of 12 pages.

LABORATORIO DE GEOTECNIA, PAVIMENTOS Y MECANICA DE MATERIALES PROYECTO : CONSTRUCCION PUENTE TAHUAYO-BAJO URUYA UBICACIÓN : Tahuayo - Bajo Uruya - IRAZOLA - PADRE ABAD - UCAYALI SOLICITA : GYMSAC CALICATA : MARGEN IZQUIERDA PROFUNDIDAD : 0,00 a 1,50m MUESTRA 1 FECHA : JULIO DEL 2004 TAMIZ DIÁMETRO PESO % RETENIDO % RETENIDO % QUE TAMAÑO MÁXIMO No (mm) RETENIDO PARCIAL ACUMULADO PASA 3" 76.200 DESCRIPCIÓN DE LA MUESTRA 2" 50.800 1 1/2" 38.100 1" 25.400 3/4" 19.050 55.56% 1/2" 12.700 3/8" 9.525 1/4" 6.350 LIMITES DE CONSISTENCIA No 4 4.760 17.7 % No 10 2.000 100.00 LIMITE PLÁSTICO = N.P. No 20 0.840 0.8 0.15 0.15 99.85 ÍNDICE PLÁSTICO = N.P. No 30 0.590 0.6 0.11 0.27 99.73 COEFICIENTE DE CURVATURA = N.P. No 40 0.426 2.5 0.48 0.74 99.26 COEFICIENTE DE UNIFORMIDAD = N.P. No 50 0.297 10.0 1.90 2.64 97.36 CLASIFICACIÓN No 60 0.250 23.0 4.37 7.01 92.99 SUCS : ML No 100 0.149 115.5 21.95 28.96 71.04 AASHTO A - 4 (4) No 200 0.074 140.0 26.60 55.56 44.44 OBSERVACIONES CAZOLETA 0.000 233.9 44.44 100.00 0.00 Humedad Natural = 21.30% TOTAL 526.3 100.00 Pasa Tamiz Nº 200 = 44.44% _________________________ Suelo limoso con material granular equivalente a: LIMITE LIQUIDO = 0.010 0.100 1.000 10.000 100.000 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 GRAFICO DE LA GRANULOMETRIA CON MALLAS ESTANDAR DIÁMETRO DE LAS PARTÍCULAS DE SUELO (mm) % QUE PASA, EN PESO
Image of page 1
Image of page 2
LABORATORIO DE GEOTECNIA, PAVIMENTOS Y MECANICA DE MATERIALES PROYECTO : CONSTRUCCION PUENTE CARROZABLE NUEVA BELLAVISTA UBICACIÓN : TAHUAYO - BAJO URUYA - IRAZOLA - PADRE ABAD - UCAYALI CALICATA : MARGEN IZQUIERDA SOLICITA : GYMSAC PROFUNDIDAD : 0,00 a 1,50m FECHA : JULIO DEL 2004 LIMITES DE CONSISTENCIA ASTM D - 423 N° DE GOLPES 11 22 27 34 LIMITE LIQUIDO : 17.8 Suelo Humedo + Tarro 16.325 18.245 17.326 17.248 Suelo seco + Tarro 13.864 15.684 15.168 15.264 Peso de Tarro 2.625 2.654 2.635 2.695 LIMITE PLASTICO : N.P.
Image of page 3
Image of page 4

You've reached the end of your free preview.

Want to read all 12 pages?

  • Spring '19
  • julio

What students are saying

  • Left Quote Icon

    As a current student on this bumpy collegiate pathway, I stumbled upon Course Hero, where I can find study resources for nearly all my courses, get online help from tutors 24/7, and even share my old projects, papers, and lecture notes with other students.

    Student Picture

    Kiran Temple University Fox School of Business ‘17, Course Hero Intern

  • Left Quote Icon

    I cannot even describe how much Course Hero helped me this summer. It’s truly become something I can always rely on and help me. In the end, I was not only able to survive summer classes, but I was able to thrive thanks to Course Hero.

    Student Picture

    Dana University of Pennsylvania ‘17, Course Hero Intern

  • Left Quote Icon

    The ability to access any university’s resources through Course Hero proved invaluable in my case. I was behind on Tulane coursework and actually used UCLA’s materials to help me move forward and get everything together on time.

    Student Picture

    Jill Tulane University ‘16, Course Hero Intern

Stuck? We have tutors online 24/7 who can help you get unstuck.
A+ icon
Ask Expert Tutors You can ask You can ask You can ask (will expire )
Answers in as fast as 15 minutes
A+ icon
Ask Expert Tutors