Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
The laboratory compaction test has a max. dry unit weight of 19kN/m³ with an optimum moisture content of 11% . Following are the results of a field unit weight determination test performed on the same soil by means of sand cone method. Volume of soil excavated from the hole = 0.00144 cu.m. Weight of soil from the hole when wet = 3.007kg Weight of soil when dried = 2.640 kg a. Determine the field water content. b. Determine the compacted dry unit weight. c. Determine the relative compaction.

The laboratory compaction test has a max. dry unit weight of 19kN/m³ with an optimum moisture content of 11% . Following are the results of a field unit weight determination test performed on the same soil by means of sand cone method. Volume of soil excavated from the hole = 0.00144 cu.m. Weight of soil from the hole when wet = 3.007kg Weight of soil when dried = 2.640 kg a. Determine the field water content. b. Determine the compacted dry unit weight. c. Determine the relative compaction.

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
The laboratory compaction test has a max. dry unit weight of 19kN/m³ with an optimum moisture content of 11% . Following are the results of a field unit weight determination test performed on the same soil by means of sand cone method. Volume of soil excavated from the hole = 0.00144 cu.m. Weight of soil from the hole when wet = 3.007kg Weight of soil when dried = 2.640 kg a. Determine the field water content. b. Determine the compacted dry unit weight. c. Determine the relative compaction.
Transcribed Image Text:The laboratory compaction test has a max. dry unit weight of 19kN/m³ with an optimum moisture content of 11% . Following are the results of a field unit weight determination test performed on the same soil by means of sand cone method. Volume of soil excavated from the hole = 0.00144 cu.m. Weight of soil from the hole when wet = 3.007kg Weight of soil when dried = 2.640 kg a. Determine the field water content. b. Determine the compacted dry unit weight. c. Determine the relative compaction.
Expert Solution
steps

Step by step

Solved in 2 steps with 3 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Weight-volume relationships
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
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