Geotechnical Engineering Moist density of compacted soil in the field=Moist unit weight of compacted soil in the field=Dry unit weightof compacted soil in the field-Degree of compaction (insert yeur answer as a fraction for example 0.82) = The following compaction curve represents the compaction data from the Lab for soilLFollowing are the results of a field unit-weight determination test performed on thesame soil by means of the sand cone method: Volume of hole is 0.0025 m3 and mass of moist soil 2.8 kg.Assume the moisture content of moist soil in the field is the same as optimum moisture content of labproctor test compaction curve.19.018.518017.51701:37 PMEN6/6/2021ero air void CotveDry unit weight IN/m).

Using formula to find unit weight

Moist density of compacted soilin the field%=D Moist unit weight of compacted soil in the field= Dry unitweight of compacted soilin the field- Degree of compaction (insert your answer as a fraction for example 0.82) =

Moist density of compacted soilin the field%=D Moist unit weight of compacted soil in the field= Dry unitweight of compacted soilin the field- Degree of compaction (insert your answer as a fraction for example 0.82) =

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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Question

Geotechnical Engineering

Moist density of compacted soil in the field=
Moist unit weight of compacted soil in the field=
Dry unit weightof compacted soil in the field-
Degree of compaction (insert yeur answer as a fraction for example 0.82) =

The following compaction curve represents the compaction data from the Lab for soilL
Following are the results of a field unit-weight determination test performed on the
same soil by means of the sand cone method: Volume of hole is 0.0025 m3 and mass of moist soil 2.8 kg.
Assume the moisture content of moist soil in the field is the same as optimum moisture content of lab
proctor test compaction curve.
19.0
18.5
180
17.5
170
1:37 PM
EN
6/6/2021
ero air void Cotve
Dry unit weight IN/m).

Study of soil under various loading conditions for different structures. The stability of slopes, foundation planning and designing, shear and bearing capacity of soil are common areas of geotechnical engineering.

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