Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Laboratory compaction test results on a clayey soil are listed in the table below. Moisture content (%) Dry Unit Weight (kN/m³) 6 14.80 17.45 9. 18.52 11 18.90 12 18.50 14 16.90 The following are the results of a field unit weight determination test on the same soil with the sand cone method: Calibrated dry density of Ottawa sand = 1,540 kg/m3 Calibrated mass of Ottawa sand to fill the cone = 0.525 kg Mass of jar + cone + sand (before use) = 7.59 kg Mass of jar + cone + sand (after use) = 4.38 kg Mass of moist soil from hole = 2.85 kg Moisture content of moist soil = 12.2% Determine: a) Dry unit weight of compaction in the field. b) Plot the laboratory test result. c) Relative compaction in the field.

Laboratory compaction test results on a clayey soil are listed in the table below. Moisture content (%) Dry Unit Weight (kN/m³) 6 14.80 17.45 9. 18.52 11 18.90 12 18.50 14 16.90 The following are the results of a field unit weight determination test on the same soil with the sand cone method: Calibrated dry density of Ottawa sand = 1,540 kg/m3 Calibrated mass of Ottawa sand to fill the cone = 0.525 kg Mass of jar + cone + sand (before use) = 7.59 kg Mass of jar + cone + sand (after use) = 4.38 kg Mass of moist soil from hole = 2.85 kg Moisture content of moist soil = 12.2% Determine: a) Dry unit weight of compaction in the field. b) Plot the laboratory test result. c) Relative compaction in the field.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question

need help.

egg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Ch egg a Ch egg a Ch Laboratory compaction test results on a clayey soil are listed in the table below. a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch Moisture content (%) egg a Ch Dry Unit Weight (kN/m³) egg a Ch egg a Ch 6 14.80 17.45 egg a Ch egg a Ch egg a Ch 9. 18.52 11 18.90 egg a Ch egg a Ch egg a Ch 12 18.50 a a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch 14 16.90 egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch The following are the results of a field unit weight determination test on the same soil with the sand cone method: Calibrated dry density of Ottawa sand = 1,540 kg/m³ Calibrated mass of Ottawa sand to fill the cone = 0.525 kg Mass of jar + cone + sand (before use) = 7.59 kg egg a Ch Mass of jar + cone + sand (after use) = 4.38 kg egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Chegg a cnegg a Cnegg a Chegg a Cnegg a unegg a cnegg a unegg a unegg a Chegg a Chegg a Ch egg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Ch egg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Ch egg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Ch Mass of moist soil from hole = 2.85 kg Moisture content of moist soil = 12.2% Determine: a) Dry unit weight of compaction in the field. a b) Plot the laboratory test result. a Chegg a Ch a Chegg a Ch a Chegg a Ch c) Relative compaction in the field.
Transcribed Image Text:egg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Ch egg a Ch egg a Ch Laboratory compaction test results on a clayey soil are listed in the table below. a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch Moisture content (%) egg a Ch Dry Unit Weight (kN/m³) egg a Ch egg a Ch 6 14.80 17.45 egg a Ch egg a Ch egg a Ch 9. 18.52 11 18.90 egg a Ch egg a Ch egg a Ch 12 18.50 a a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch a Chegg a Ch 14 16.90 egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch The following are the results of a field unit weight determination test on the same soil with the sand cone method: Calibrated dry density of Ottawa sand = 1,540 kg/m³ Calibrated mass of Ottawa sand to fill the cone = 0.525 kg Mass of jar + cone + sand (before use) = 7.59 kg egg a Ch Mass of jar + cone + sand (after use) = 4.38 kg egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Ch egg a Chegg a cnegg a Cnegg a Chegg a Cnegg a unegg a cnegg a unegg a unegg a Chegg a Chegg a Ch egg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Ch egg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Ch egg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Ch Mass of moist soil from hole = 2.85 kg Moisture content of moist soil = 12.2% Determine: a) Dry unit weight of compaction in the field. a b) Plot the laboratory test result. a Chegg a Ch a Chegg a Ch a Chegg a Ch c) Relative compaction in the field.
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 4 steps with 4 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS