COMPLETE THE TABLE THANK YOU Observation and Calculation Table for Constant Head Permeability Test:S No.Observation231. ODiameter of stand pipe (cm) “d"c/s area of stand pipe "a=pi. d^2/4"Diameter of cylindrical soil sample (cm) “D"c/s area of soil specimen "a=pi. D^2/4"Height of soil specimen, LHydraulic head “h" (cm)Volume Collected "V" (cm)11. O1. O2315. О15. O15. O430. О30.О30. О78Time interval “t" (sec)Hydraulic Conductivity (cm/s)Average Hydraulic Conductivity (cm/s)10Observation and Calculation Table for Falling Head Permeability Test:S No.Observation23Diameter of stand pipe (cm) "d"c/s area of stand pipe "a=pi. d^2/4"Diameter of cylindrical soil sample "D"c/s area of soil specimen "a-pi. D^2/4"11. O1. O1. O315. O15. O15. О4Height of soil specimen, L30. О30. О30. О6Initial head (cm)7Final head (cm)8Time of fall (s)Hydraulic Conductivity (cm/s)Average Hydraulic Conductivity (cm/s)910 SET C (FABIE-LUNA)SET CCONSTANT HEAD TESTTrial 1Trial 2Trial 3Diameter of Stand Pipe (cm)Diameter of Soil Column (cm)Length of Soil Column (cm)Constant Head (cm)Volume Collected (mL)Time of Collection (s)1.01.01.015.015.015.030.030.030.0160.0160.0160.0317.0336.2333.3157.3177.3167.3FALLING HEAD TESTTrial 1Trial 2Trial 3Diameter of Stand Pipe (cm)Diameter of Soil Column (cm)Length of Soil Column (cm)Initial Head (cm)Final Head (cm)Time of Collection (s)1.01.01.015.015.015.030.030.030.0156.5148.8154.9102.7106.4100.7263.6203.5267.2

Given data For constant head permeability test and falling head permeability test Dia of stand pipe…

Diameter of stand pipe (cm) "d" c/s area of stand pipe "a-pi. d^2/4" Diameter of cylindrical soil sample (cm) “D" c/s area of soil specimen "a-pi. D^2/4" Height of soil specimen, L Hydraulic head “h" (cm) Volume Collected "V" (cm) 1 1. 0 1. O 1.O 2 3 15. O 15. O 15. O 4 30. О 30. О 30. O 7 8. Time interval “t" (sec) Hydraulic Conductivity (cm/s) Average Hydraulic Conductivity (cm/s) 10 Observation and Calculation Table for Falling Head Permeability Test: S No. Observation 1 2 1 Diameter of stand pipe (cm) “d" 1. 0 1. 0 1. O c/s area of stand pipe "a=pi. d^2/4" Diameter of cylindrical soil sample “D" c/s area of soil specimen "a-pi. D^2/4" 3 15.O 15. O 15.O 4 Height of soil specimen, L Initial head (cm) 30.0 30. О 30. О 7 Final head (cm) 8 Time of fall (s) Hydraulic Conductivity (cm/s) Average Hydraulic Conductivity (cm/s) 9. 10

Diameter of stand pipe (cm) "d" c/s area of stand pipe "a-pi. d^2/4" Diameter of cylindrical soil sample (cm) “D" c/s area of soil specimen "a-pi. D^2/4" Height of soil specimen, L Hydraulic head “h" (cm) Volume Collected "V" (cm) 1 1. 0 1. O 1.O 2 3 15. O 15. O 15. O 4 30. О 30. О 30. O 7 8. Time interval “t" (sec) Hydraulic Conductivity (cm/s) Average Hydraulic Conductivity (cm/s) 10 Observation and Calculation Table for Falling Head Permeability Test: S No. Observation 1 2 1 Diameter of stand pipe (cm) “d" 1. 0 1. 0 1. O c/s area of stand pipe "a=pi. d^2/4" Diameter of cylindrical soil sample “D" c/s area of soil specimen "a-pi. D^2/4" 3 15.O 15. O 15.O 4 Height of soil specimen, L Initial head (cm) 30.0 30. О 30. О 7 Final head (cm) 8 Time of fall (s) Hydraulic Conductivity (cm/s) Average Hydraulic Conductivity (cm/s) 9. 10

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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