* Procedure of Test
First placed the field density plate on the place where the density should be measure.
Then dig a pit having a depth around 6’’ and a diameter of the inner circle of the field density plate.
Took the gravel from the dig and measured the weight.
Measure the weight of the field density bottle.
After that turn up down the bottle and kept the edge of the cone of the field density bottle on the plate and opened the tap at the neck and let the sand fill the pit.
Then, measure the weight of the bottle with the rest of the sand retained in the bottle.
Volume of sand filled the pit was calculated.
The sand of the bottle should be passed through 1.18 mm sieve and retained on 0.6 mm sieve.
DETERMINATION OF MOISTURE CONTENT
OBJECTIVE
Determine the natural content of the given soil sample.
NEED AND SCOPE OF THE EXPERIMENT
In almost all soil tests natural moisture content of
the soil is to be determined. The knowledge of the natural moisture
content is essential in all studies of soil mechanics. To sight a few,
natural moisture content is used in determining the bearing capacity and
settlement. The natural moisture content will give an idea of the state
of soil in the field.
DEFINITION
The natural water content also called the natural
moisture content is the ratio of the weight of water to the weight of
the solids in a given mass of soil. This ratio is usually expressed as
percentage.
APPARATUS REQUIRED
1. Non-corrodible air-tight container.
2. Electric oven, maintain the temperature between 1050 C to 1100 C.
3. Desiccator.
4. Balance of sufficient sensitivity.
2. Electric oven, maintain the temperature between 1050 C to 1100 C.
3. Desiccator.
4. Balance of sufficient sensitivity.
PROCEDURE
1. Clean the container with lid dry it and weigh it (W1).
2. Take a specimen of the sample in the container and weigh with lid (W2).
3. Keep the container in the oven with lid removed. Dry the specimen to constant weight maintaining the temperature between 1050 C to 1100 C for a period varying with the type of soil but usually 16 to 24 hours.
4. Record the final constant weight (W3) of the container with dried soil sample. Peat and other organic soils are to be dried at lower temperature (say 600 ) possibly for a longer period.
2. Take a specimen of the sample in the container and weigh with lid (W2).
3. Keep the container in the oven with lid removed. Dry the specimen to constant weight maintaining the temperature between 1050 C to 1100 C for a period varying with the type of soil but usually 16 to 24 hours.
4. Record the final constant weight (W3) of the container with dried soil sample. Peat and other organic soils are to be dried at lower temperature (say 600 ) possibly for a longer period.
Certain soils contain gypsum which on heating loses its water if
crystallization. If itb is suspected that gypsum is present in the soil
sample used for moisture content determination it shall be dried at not
more than 800 C and possibly for a longer time.
OBSERVATIONS AND RECORDING
Data
and observation sheet for water content determination
S.No.
|
Sample
No.
|
1
|
2
|
3
|
1
|
Weight
of container with lid W1 gm
|
|
|
|
2
|
Weight
of container with lid +wet soil W2 gm
|
|
|
|
3
|
Weight
of container with lid +dry soil W3 gm
|
|
|
|
4
|
Water/Moisture
content
W
= [(W2-W3)/(W3-W1)]x100
|
|
|
|
INTERPRETATION AND REPORTING
RESULT
The
natural moisture content of the soil sample is ________
GENERAL REMARKS
1. A container with out lid can be used, when moist
sample is weighed immediately after placing the container and oven dried sample
is weighed immediately after cooling in desiccator.
2. As dry soil absorbs moisture from wet soil,
dried samples should be removed before placing wet samples in the oven.
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